MIX DESIGN Unit Weight

S.No. Sand Stone Dust

Conc. Grade2 M -15 280.00 563.40 557.22 372.84 665.49 4 M - 20 280.00 - 797.91 530.76 742.58 5 M - 25 350.00 - 766.87 510.11 713.70 6 M-30 410.00 - 736.19 489.71 7007 M-35 410.00 - 736.19 489.71 685.15 8 M-40 450.00 539.76 806.05 517.399 RE Wall 420.00 1048.07 787.78

10 WMM 595.750 476.600 476.600 834.05025% 20% 20% 35%

10 DBM 422.552 497.120 472.264 1019.09616.25% 19.12% 18.16% 39.20%

11 BC690.144 691.6 1035.21626.54% 26.54% 39.82%

1843.2 1176

1680

1.498Mt/M3 1.413Mt/M3 1.446Mt/M3 1.600mt/M3 1.629mt/M3

Ingradients

Cement Content

Aggregate ( 40mm)

Aggregate ( 20mm)

Aggregate ( 10mm)

Kg/M3 Kg/M3 Kg/M3 Kg/M3 Kg/M3 Kg/M3

MIX DESIGN

Filler Remarks

PMB 1.96 2.24 1.867 3.50 3.20 2.80

4.05 3

1.45

0.000 114.400 74.568 1.54.40% 2.87%135.2 49.296 1.5

5.20% 1.90%

Admixture Quantity

Admixture Quantity

Bitumen 60/70

Diesel (lit)

Kg/M3 Lt/M3

HARIDWAR-DEHRADUN

Page 3 of 79

670640 29447562 30118202Divesh Nain

Amar Singh MINGWAL Pratap Singh

R.K. Sharma Shayad Rahman

Description Unit Rate Amount

BILL OF QUANTITIES BILL NO. 1: SITE CLEARANCE AND DISMANTLINGPlanned Achieved Planned Achieved Achieved

Location of Activities

1.01 Hect. 127 11117 1411859 20 20

1.02 (a) Nos. 200 140 28000 125 125

1.02 (b) Nos. 300 275 82500 150 150

1.02 (c) Nos. 600 421 252600 300 300

1.02 (d) Nos. 1,000 585 585000 450 450

1.03 (a) cum - 117 0

1.03 (b) cum 455 176 80080

1.03 (c) cum 1,000 82 82000

1.03 (d) Cum 22,328 91 2031848

1.03 (e) cum 47 70 3290

1.03 (f) Nos. 8 59 472

1.03 (g) Nos. 40 23 920

1.03 (h) Nos. 125 23 2875

1.03 (i) Rmt 1,250 35 43750

1.03 (j) cum 125 47 5875

1.03 (k) Nos. 50 47 2350

1.03 (l) cum 152 117 17784

1.03 (m) Rmt 266 59 15694

1.03 (n) Cum 515 82 42230

1.03 (o) Sqm - 23 0

1.04 (a) Rmt 50 59 2950

1.04 (b) Rmt 35 70 2450

1.04 (c) Rmt 45 117 5265

1.05 Cum - 0

1.06 Cum - 0

1.07 Sqm - 0

Total Carried to Page Collection - 4,699,792

BILL OF QUANTITIES BILL NO. 2 : EARTHWORK

2.01 Cum 181,412 39 7075068

2.02 Cum 408,764 135 55183140

2.03 Cum 115,450 39 4502550

2.04 Cum 321,270 138 44335260

2.05 Cum 76,923 39 2999997

2.06 Cum 99,218 138 13692084

2.07 cum 49,180 29 1426220

2.08 sqm 19,614 18 353052

2.09 sqm 209,370 9 1884330

Total Carried to Page Collection - 131,451,701

BILL NO. 3: GRANULAR BASE COURSE AND SUB-BASE

3.01 Cum 235,899 869 204996231

3.02 Cum 161,984 1176 190493184

Work BOQ at Haridwar-Dehradun Section from km 211+000 to km 218+200 of NH - 58 and from km 165.000 to km 196.825 of NH-72

Item No.

Total Quantity

Total Planned

Clearing and grubbing road land, embankment slope, drain, cross-drainage structures, major/minor bridges, underpasses, ROBs, grade separators, including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all leads and lifts including removal and disposal of top organic soil not exceeding 150 mm in thickness, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting clearing / grubbing operations)

Chainage 195 of NH 72 \ 211 of NH 58 lenth is 4KM

Uprooting of trees girth from 300mm to 600mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site.

Chainage 196 of NH 72 \ 211 of NH 58

Uprooting of trees girth from 600mm to 900mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site.

Chainage 197 of NH 72 \ 211 of NH 58

Uprooting of trees girth from 900mm to 1800mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site.

Chainage 198 of NH 72 \ 211 of NH 58

Uprooting of trees girth above 1800mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site.

Chainage 199 of NH 72 \ 211 of NH 58 & 191 of NH 72

Dismantling Rubble stone masonry in cement mortar and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of reinforced cement concrete (RCC) for culverts, bridges and other structures and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of brick masonry in cement mortar and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Bituminous Courses (Mechanical Means) and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of stone pitching / dry stone spalls and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of 5th Kilometre stone including foundation concrete if any and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Kilometre stone including foundation concrete if any and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Hectometre / Boundary stones including foundation concrete if any and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Pipe /Guard rails /Edging Kerbs/ Masonry parapet /Gutters and Fencing and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Non-bituminous base / sub base course and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Sign Boards and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Dismantling of plain cement concrete (PCC) for culverts, bridges and other structures and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of RCC railing and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Dry Rubble Masonry and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Semi-Pucca structure (Tiled roof/AC sheet roof) and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Removing hume pipe class NP2/NP3 from 300 mm to 600mm dia including earth work and dismantling of masonry works and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual removing of pipe at site. Removing hume pipe class NP2/NP3 of from 600 mm to 900mm dia including earth work and dismantling of masonry works and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual removing of pipe at site. Removing hume pipe class NP2/NP3 of above 900 mm dia including earth work and dismantling of masonry works and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual removing of pipe at site. Back filling with approved sand flooded with water in the Deep wells as per

Technical Specifications Clause 305 and as directed by the Engineer.Providing and laying Cement Concrete slab on wells Excluding centring and shuttering/deshuttering, staging/destaging but including curing, complete in all respect as per Drawings and Technical Specifications Sections 1500,1700, 2100 and Technical Specifications Clause 304.Providing and fixing, centring and shuttering/deshuttering, staging/destaging including all consumables for laying Cement Concrete in slab of well, complete in all respect as per Drawings and Technical Specifications Sections.

Earthwork in excavation in all type of soil including marshy soil necessary for construction of roadway by mechanical means including cutting and pushing the earth to site embankment for all leads and lifts, including trimming bottom and side slope in accordance with requirement of lines, grades and cross sections and including all expenses pertaining to dewatering and sludge removal, if required, complete in all respect as per Technical Specification Clause 301 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting of work).

Construction of embankment with approved material obtained from borrow pits area with all leads and lifts including transporting to site, spreading, grading to required slope and compacting, complete in all respect as per requirement of Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Nothing extra shall be paid if party brings the material from distant leads.Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structure with all leads and lifts including spreading, grading to required slope and compacting, complete in all respect as per requirement of Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Construction of sub grade and earthen shoulder with approved material obtained from borrow pits area with all leads and lifts including transporting to site, spreading, grading to required slope and compacting, complete in all respect as per requirement of Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Nothing extra shall be paid if party brings the material from distant leads.Construction of sub grade and earthen shoulder with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structure with all leads and lifts including spreading, grading to required slope and compacting, complete in all respect as per requirement of Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Construction of Median and Island with approved material obtained from borrow pits area with all leads and lifts including transporting to site, spreading, grading to required slope and compacting, complete in all respect as per requirement of Technical Specification Clause 407 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Nothing extra shall be paid if party brings the material from distant leads.Loosening and recomposing of ground up to a level of 500mm below the sub grade level, watered, graded and compacted in layers to meet the requirement, complete in all respect as per Technical Specification Clause 305.3.4 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting of work).Turfing at the embankment slope with fine grassing/doob, including complete loosening of slope surface, dressing evenly, breaking of clods, removal of rubbish, supply & spreading 12.5 mm manure over the surface, watering and supplying & grassing doobs grass roots at the distance of 5 cm apart in either direction and its Maintenance for a period of six months in proper condition, including watering & replacement of grass in case of theft, damage and death of grass,, all to the satisfaction of Project incharge EIEL, IC and NHAI in all respect. Payment shall be released once the grass covers the whole area.

Scarifying Existing Bituminous surface to a depth of 50mm by Mechanical Means and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 305.4.3 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Original quantities shall be premeasured before starting of work.

Providing and laying GSB, including, carriage of mixed Material to work site ( for all leads and lifts), spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, water charges (Tanker and water) and cost of labour engaged for dressing, laying & oversize removal , complete in all respect as per requirement of Technical Specification Clause 401 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

Providing and laying WMM (including profile corrective course) which includes stacking of stone chips behind WMM plant at regular interval and their loading in the plant by engaging loaders, tippers & labours and operators for operating and running of plant, premixing the material with water in WMM plant, transportation of mixed material by tipper (for all leads and lifts) and its unloading in paver, laying of WMM in uniform layer with paver finisher & compacting with vibratory roller, complete in all respect as per requirement of Technical Specification Clause 406 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

HARIDWAR-DEHRADUN

Page 4 of 79

Description Unit Rate AmountItem

No. Total

Quantity

Total Carried to Page Collection - 395,489,415

BILL NO. 4: BITUMINOUS COURSE / CEMENT CONCRETE PAVEMENT

4.01 Sqm 538,251 27 14532777

4.02 (a) Sqm 507,768 8 4062144

4.02 (b) Sqm 1,359,040 7 9513280

4.03 Cum 4,179 4832 20192928

4.04 Cum 63,820 5359 342011380

4.05 Cum 26,199 6326 165734874

4.06 Cum 2,520 2337 5889240

4.07 Cum 5,040 3882 19565280

Total Carried to Page Collection - 581,501,903

BILL No. 5- CROSS DRAINAGE WORKS (Culverts)

5.01 Cum 45,081 42 1893402

5.02 cum - 170 0

5.03 cum - 775 0

5.04 Cum - 326 0

5.05 cum 3,603 2718 9792954

5.06.a) cum 10,014 2928 29320992

5.06.b) cum 1,475 3054 4504650 520 520

5.06.c) cum 3,089 3077 9504853 600 600

5.06.d) cum 1,718 3268 5614424 100 100

5.07 a) Tonne 125 38804 4850500 120 120

5.07 b) Tonne 263 39155 10297765

5.07 c) Tonne 310 39506 12246860

5.08 cum - 2718 0

5.09 cum 1,927 3245 6253115 1200 1200 Precasted at Camp-1

5.10 No. 1,877 129 242133

5.11 Cum 7,230 674 4873020

5.12 cum 3,113 703 2188439

5.13 cum 537 674 361938

5.14 Rmt 2,601 28 72828

5.15 sqm - 0

5.16 sqm 1,244 1281 1593564

5.17.a RM - 0

5.17.b RM - 0

5.17.c RM 1,020 6192 6315840

5.18 RM - 0

5.19 Nos. - 234 0

5.20 RM 883 4845 4278135

5.21Providing Pillar for inscribing structure number as per T.S. 800.

Nos.

5.22Plastering

Sqm 2,045 76 155420

5.23White Washing

Sqm. 2,045 8 16360

5.24 sqm 10,014 187 1872618

5.25 sqm 1,475 146 215350

Providing and laying bituminous prime coat over prepared surface of granular base with bituminous emulsion complete as per Technical Specification Clause 502. (Table 500-1)Providing and laying Tack Coat @2.5 kg/10 sqm, over granular surface with bituminous emulsion complete in all respect as per requirement of Technical Specification Clause 503. of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying Tack Coat @2.0 kg/10 sqm, over bituminous surface with bituminous emulsion, complete in all respect as per requirement of Technical Specification Clause 503. of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying Bituminous Macadam (including profile correction), including transportation of hot mixed material by tippers (for all leads and lifts) and its unloading in paver, laying of material with a hydrostatic paver finisher with sensor control to the required grade, level alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve desired compaction and labour required for BM laying operation work, complete in all respect as per requirement of Technical Specification Clause 501 & 504 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

Providing and laying Dense Graded Bituminous Macadam (DBM) (including profile correction), including transportation of hot mixed material by tippers (for all leads and lifts) and its unloading in paver, laying of material with a hydrostatic paver finisher with sensor control to the required grade, level alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve desired compaction and labour for applying tack coat & required for DBM laying operation work complete, in all respect as per requirement of Technical Specification Clause 507 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

Providing and laying Bituminous Concrete (BC) using Modified Bitumen, including transportation of hot mixed material by tippers (for all leads and lifts) and its unloading in paver, laying of material with a hydrostatic paver finisher with sensor control to the required grade, level alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve desired compaction and labour required for BC laying operation work, complete in all respect as per requirement of Technical Specification Clause 509 & 521 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

Providing and laying Dry Lean Cement concrete (DLC) as per with a minimum cement content of 150kg/Cum complete in all respect as per requirement Table 600-1of Technical Specification Clause 601of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing un-reinforced, dowel jointed, Pavement Quality Concrete (PQC) of M 40 grade concrete with minimum cement content of 400kg/Cum, including all costs of jointing, edge cutting, dowel bars etc., complete in all respect as per requirement of Technical Specification Clause of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

Earth work in excavation of foundation for Cross Drainage work such as Box Culverts and Pipe Culverts etc in all types of soil including marshy soil & ordinary rock by mechanical means (Excluding dewatering) with all leads and lifts complete in all respect as per Technical Specification Clause304, 309 and 2903 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting of work).Providing & filling behind abutments, wing walls/ retaining walls and return walls or any other area with selected granular materials complete in all respect as per Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutments, wing walls and return walls , retaining wall with well packed material to specified thickness with smaller size towards the soil and bigger size towards the wall complete complete in all respect with all leads and lifts as per requirement of Technical Specification Clause 305 & 2504 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Nothing extra shall be paid if party brings the material from distant leads.

Providing and laying approved sand filling in Foundation Trenches as per

Drawing & Technical Specification clause 1008 and conforming to the IS-383Providing and laying Plain Cement Concrete M-15 grade for levelling course below foundation, curtain wall, toe wall, guard stones of Box culverts including providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 1500,1700 and 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing & Laying Plain Cement Concrete M-20 grade for head wall / curtain walls including treatment of joints between existing and new structures including curing for all heights but excluding of the cost of reinforcement, shuttering & staging etc. all complete as per drawing, Technical Specification section 1500,1700,2100 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing & laying Reinforced Cement Concrete of M-25 grade RCC for foundation of Box Culvert including treatment of joints between existing and new structures including curing for all heights but excluding of the cost of reinforcement, shuttering & staging etc. all complete as per drawing, Technical Specification section 1500,1700,2100 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

Chainage 191 of NH 72 Precasted at Camp-1

Providing & laying Reinforced Cement Concrete of M-25 grade for Sub structure of Box Culvert including treatment of joints between existing and new structures including curing for all heights but excluding of reinforcement, shuttering & staging etc. all complete as per drawing, Technical Specification section 1500,1700,2100 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

Chainage 191 of NH 72 Precasted at Camp-1

Providing & laying Reinforced Cement Concrete of M-30 grade for Super structure of Box Culvert including treatment of joints between existing and new structures including curing for all heights but excluding the cost of reinforcement, shuttering & staging etc. all complete as per drawing, Technical Specification section 1500,1700,2100 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing & fixing HYSD bar reinforcement for foundation of retaining walls, crash barriers, kerbs etc. of Box Culverts including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).

Chainage 191 of NH 72 Precasted at Camp-1

Providing & fixing HYSD bar reinforcement for substructures of retaining walls, crash barriers, kerbs etc. of Box Culverts including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).

Providing & fixing HYSD bar reinforcement for super structures of retaining walls, crash barriers, kerbs etc. of Box Culverts including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).

Providing & laying Plain cement concrete of M-15 Grade for levelling course below approach slabs for culverts including providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 2700 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing & laying Reinforcement cement concrete of M-30 grade in approach slab in Box Culvert excluding the cost of reinforcement, shuttering & staging etc complete as per drawings and technical specification section 1500,1600,1700 & 2704 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing Weep holes in abutments, wing walls, return walls etc. complete as per drawings and technical specification clause 2706 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing and laying Stone boulder apron complete as per drawings and Technical Specifications Clause 2503 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. providing and laying stone pitching on sloped and flat surfaces (300 mm thick) for earth protection complete as per drawings and technical specification section 2500, 2504 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing and laying Filter material underneath stone pitching on slopes and flat surface complete as per drawing & technical specification section 2500, 2504 (150 mm thick) of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing and fixing 12 mm thick premoulded filler joint complete as per technical specification clause 2605 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing and fixing Tar paper bearing complete as per specification clauses of

MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying 40mm thick compression fibber board expansion joint as per drawing and technical specification clause 2600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing, laying & jointing Reinforced Cement Concrete 900 mm Dia Hume Pipe NP-4 (as per IS:458-2003), including loading, unloading, fixing of collar with cement mortar 1:3 as per line & levels, in all respect as per Technical Specification Clause 2900 of MoSRT&H and IRC SP No 13-1998 and Instruction of IC, NHAI & Project Engineer of EIELProviding, laying & jointing Reinforced Cement Concrete 1000 mm Dia Hume Pipe NP-4 (as per IS:458-2003), including loading, unloading, fixing of collar with cement mortar 1:3 as per line & levels, in all respect as per Technical Specification Clause 2900 of MoSRT&H and IRC SP No 13-1998 and Instruction of IC, NHAI & Project Engineer of EIELProviding, laying & jointing Reinforced Cement Concrete 1200 mm Dia Hume Pipe NP-4 (as per IS:458-2003), including loading, unloading, fixing of collar with cement mortar 1:3 as per line & levels, in all respect as per Technical Specification Clause 2900 of MoSRT&H and IRC SP No 13-1998 and Instruction of IC, NHAI & Project Engineer of EIEL.Cleaning and clearing of fully or partially chocked pipe culverts to allow proper flow of water in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.Painting on culvert no. and span arrangement as per Technical Specification

Clause 800 of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.Providing and fixing Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing

Providing & Fixing of shuttering/deshuttering in Wing Wall/Curtain Wall of box culverts to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

Providing & Fixing of shuttering/deshuttering in Raft of box culverts to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

HARIDWAR-DEHRADUN

Page 5 of 79

Description Unit Rate AmountItem

No. Total

Quantity

5.26 sqm 3,089 187 577643

5.27a) sqm 1,718 211 362498

5.27 b) sqm 1,928 146 281488

Total Carried to Page Collection 117,686,789

BILL NO. (6A) : Bridges / Flyovers/ Ups

(6A) 6.01 Cum 13,446 42 564732 900 900

(6A) 6.02 Cum 3,334 170 566780

(6A) 6.03 Cum - 775 0

Cum 679 2717 1844843 150 150

Cum 295 2717 801515

Cum 520 2717 1412840

Cum 4,537 3054 13855998

(6A) 6.05 Rmt 1,120 6898 7725760 600 600

MT 6,270 995 6238650

MT 3,135 995 3119325

Conducting Lateral Pile Load TestEach 44 46809 2059596

Cum 29,401 3245 95406245

Cum 655 3371 2208005

MT 371 38804 14396284

MT 882 39155 34534710 150 150

MT 1,112 39155 43540360

MT 790 39857 31487030

MT 821 39974 32818654

MT 159 39506 6281454

Cum - 3077 0

Cum 2,928 3245 9501360

Cum - 3267 0

Cum 7,939 3394 26944966

Cum - 3280 0

Cum 5,951 3532 21018932

(6A) 6.11 Cum 5,643 3532 19931076

MT - 100872 0

MT 387 100872 39037464

Sqm 11,977 438 5245926

Sqm 11,977 521 6240017

(6A) 6.14 Nos 573 2060 1180380

sqm 64 37 2368

cu.cm - 1.00 0

Nos - 15213 0

Nos 119 19894 2367386

Nos - 26330 0

Nos - 36862 0

Nos - 88936 0

Providing & Fixing of shuttering/deshuttering in Wall & brackets of box culverts to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

Providing & Fixing of shuttering/deshuttering in Deck and Parapet of box culverts to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

Providing & Fixing of shuttering/deshuttering in Approach Slab of box culverts to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

Earth work in excavation of foundation for structure work in all types of soil including marshy soil & ordinary rock by mechanical means (Excluding dewatering) with all leads and lifts complete in all respect as per Technical Specification Clause 301 & 304 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting of work).

Chainage 211 of NH 58 motichur river and song river

Providing & filling behind abutments, wing walls/ retaining walls and return walls or any other area with selected granular materials complete in all respect as per Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutments, wing walls and return walls , retaining wall with well packed material to specified thickness with smaller size towards the soil and bigger size towards the wall complete complete in all respect with all leads and lifts as per requirement of Technical Specification Clause 2200 & 2504 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Nothing extra shall be paid if party brings the material from distant leads.

(6A) 6.04 a)

Providing and laying Plain Cement Concrete M-15 grade under foundation in structures, including providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 1500,1700 and 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Excluding the cost of surface reinforcement

Chainage 211 of NH 58 motichur river and song river

(6A) 6.04 b)

Providing and laying Plain Cement Concrete M-15 for Top Plug for well foundation in structures, including providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 1500,1700 and 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Excluding the cost of surface reinforcement (6A) 6.04

c)

Providing and laying Plain Cement Concrete M-15 for RE wall foundation in structures,inluding providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 1500,1700 and 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Excluding the cost of surface reinforcement (6A) 6.04

d)

Providing and laying Plain Cement Concrete of M-25 Grade Bottom Plug for Well Foundation in structures,inluding providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 1500,1700 and 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Excluding the cost of surface reinforcement Bored cast-in-situ M-35 grade 1200 mm Dia RCC Pile including boring for piling, cost of initial and routine load test as per BIS:2911 and reinforcement and removal of excavated earth with all lead and lifts complete as per drawing and technical specifications 1100,1600,1700 and IRC 78-2000 & Instruction of IC, NHAI & Project Engineer of EIEL.

Chainage 211 of NH 58 motichur river and song river

(6A) 6.05a

Conducting Initial Pile load test in compression as per IS:2911 partIV.Safe load consider to be 350M Ton.Payment to be made as per final test load+ extra load of25% above Kentiledge as per IS code i.e. for initial test it will be 2.5 times

(6A) 6.05b

Conducting Routine Pile load test in compression as per IS:2911 partIV.Safe load consider to be 350M Ton.Payment to be made as per final test load+ extra load of25% above Kentiledge as per IS code i.e. for initial test it will be 2.5 times

(6A) 6.05c

(6A) 6.06 a)

Providing and laying in position reinforce cement concrete of M-30 grade for well steining including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1100, 1500 and 1700 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.06 b)

Providing and laying in position reinforce cement concrete of M-35 grade for Pile Cap, including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1100, 1500 and 1700 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.07 (a)

Providing & fixing HYSD bar reinforcement for Foundation in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).

(6A) 6.07 (b)

Providing & fixing HYSD bar reinforcement for Well Steining in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).

Chainage 211 of NH 58 motichur river

(6A) 6.07 c)

Providing & fixing HYSD bar reinforcement for Sub Structure in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).

(6A) 6.07 d)

Providing & fixing HYSD bar reinforcement for Super Structure in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).

(6A) 6.07 e)

Providing & fixing HYSD bar reinforcement for Girder in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).

(6A) 6.07 f)

Providing & fixing HYSD bar reinforcement for Crash Barrier in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).

(6A) 6.08 a)

Providing and laying in position reinforce cement concrete of M-25 grade for RE Wall Foundation, including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.08 b)

Providing and laying in position reinforce cement concrete of M-30 grade for Open/Raft Foundation, including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.09 a)

Providing and laying in Reinforced Cement Concrete of M 30 Grade in pier, pier cap, pedestals, abutment wall, abutment cap, dirt wall, wing wall, retaining wall, return wall etc., including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.(6A) 6.09

b)

Providing and laying in Reinforced Cement Concrete of M 35 Grade in pier, pier cap, pedestals, abutment wall, abutment cap, dirt wall, wing wall, retaining wall, return wall etc., including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.(6A) 6.10

a)

Providing and laying in Reinforced Cement Concrete of M 30 Grade in Solid Slab etc., including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2500 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.10 b)

Providing and laying in Reinforced Cement Concrete of M 40 Grade in T Beam and Slab etc., including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2500 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying Prestressed Cement Concrete of M40 Grade in T Beam and Slab, including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2300 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.12 a)

Transportation, cutting, bending, binding and placing in position and profiling High Tensile Steel strands of 12 T 13 cables of specified ultimate strength including cutting, threading, typing and laying necessary anchorage, sheathing, stressing, grouting etc. complete as per drawing and technical specification clause of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.12 b)

Transportation, cutting, bending, binding and placing in position and profiling High Tensile Steel strands of 19 T 13 cables of specified ultimate strength including cutting, threading, typing and laying necessary anchorage, sheathing, stressing, grouting etc. complete as per drawing and technical specification clause of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.13 a)

Providing and laying over the top of deck slab 25mm thick mastic asphalt in Main Carriageway as per drawings and Technical Specifications Section 500 and 2700 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.13 b)

Providing and laying over the top of deck slab 40mm thick asphalt concrete in Main Carriageway as per drawings and Technical Specifications Section 500 and 2700 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and fixing galvanized drainage spouts along with Drain Pipe complete as per drawings and Technical Specifications Section 2705 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.15 a)

Providing and fixing in position Tar Paper Bearing true to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.15 b)

Providing and Fixing in position Elastomeric Bearing true to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.15 c) i)

Providing and Fixing in position 150T capacity Fixed type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.15 c) ii)

Providing and Fixing in position 180T capacity Fixed type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.15 c) iii)

Providing and Fixing in position 250T capacity Fixed type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.15 c) iv)

Providing and Fixing in position 350T capacity Fixed type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.15 c) v)

Providing and Fixing in position 5550T capacity Fixed type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

HARIDWAR-DEHRADUN

Page 6 of 79

Description Unit Rate AmountItem

No. Total

Quantity

No - 15213 0

Nos 356 21064 7498784

No - 36862 0

(6A) 6.16 Rmt 582 9479 5516778

(6A) 6.17 Rmt - 176 0

(6A) 6.18 Sqm - 527 0

(6A) 6.19 Sqm 299 1287 384813

(6A) 6.20 Cum 145 2717 393965

(6A) 6.21 Cum 284 3245 921580

(6A) 6.22 Cum 404 703 284012

(6A) 6.23 Nos 831 129 107199

Sqm - 2667 0

Cum - 170 0

Cum - 3649 0

Cum 2,655 3649 9688095

Cum - 2107 0

(6A) 6.26 Cum 198 674 133452

(6A) 6.27 Rmt 0

0-4m DepthRmt 215 44468 9560620 10 10

4-8m DepthRmt 215 49149 10567035 10 10

8-12m DepthRmt 215 58511 12579865 10 10

12-16m DepthRmt 215 60851 13082965 10 10

16-20m DepthRmt 215 70213 15095795 10 10

(6A) 6.28Sand Filling in Wells complete as per Drawing and Technical Specifications.

cum 22,442 326 7316092

(6A) 6.29 MT 929 58511 54356719 62 62

sqm 3,496 146 510416 1500 1500

sqm 756 176 133056

sqm 29,401 293 8614493

sqm 7,939 468 3715452

sqm - 562 0

sqm - 410 0

sqm 5,643 398 2245914

sqm 284 146 41464

sqm 5,951 398 2368498

Sqm - 293 0

Sqm 14,606 293 4279558

(6A) 6.34 MT - 1170 0

(6A) 6.35 MT - 74894 0

(6A) 6.36 MT - 1170 0

(6A) 6.37 cum - 3590 0

(6A) 6.38 cum - 3590 0

(6A) 6.39 cum - 0 0

- Total Carried to Page Collection - 599,729,276

(6A) 6.15 d) i)

Providing and Fixing in position 150T capacity Free Guided type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.15 d) ii)

Providing and Fixing in position 200T capacity Free Guided type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.15 d) iii)

Providing and Fixing in position 350T capacity Free Guided type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and Fixing of Strip Seal Type (40 mm Movement) types of expansion joints complete as per Drawings and Technical Specifications Section 2600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and Fixing of 20 mm buried / Filler type of expansion joints complete as per Drawings and Technical Specifications Section 2600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and Fixing of Fibber board 20 mm thick type of expansion joints complete as per Drawings and Technical Specifications Section 2600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and Fixing of Fibber board 40 mm thick type of expansion joints complete as per Drawings and Technical Specifications Section 2600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing & laying Plain cement concrete of M-15 Grade for levelling course below approach slabs for structure work including providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 2704 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing & laying Reinforcement cement concrete of M-30 grade in approach slab in structure work excluding the cost of reinforcement, shuttering & staging etc complete as per drawings and technical specification section 1500,1600,1700 & 2704 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Stone pitching on sloped and flat surfaces (300 mm thick) for earth protection complete (for quadrants) as per drawings and technical specification clause 2504 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing weep holes of 100 mm dia PVC pipe in abutments wing walls and return walls or any other earth retaining structure complete as per drawing and technical specification clause 2706 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.24 a)

Construction of Reinforced Earth Structures Including1. Submission of detailed design, construction drawing, method statement and its approval from project client/consultant within twenty days from issuing of LOI.2. Providing required numbers of moulds on returnable basis & accessories for casting of fascia panels3. Providing soil reinforcement material based on approved design, drawing & specifications.4. Providing Panel accessories for precast panels.5. Onsite technical supervision for entire completion schedule.6. Providing & laying of Reinforced Cement Concrete of M 35 Grade in precast fascia panel and their Curing & Stacking including all tools and tackle required to carry out operation.7. Providing and fixing Steel Reinforcement including the cost of binding wire8. Transportation of R.C.C. Pre-cast fascia panels from Casting yard to erection site9. Construction of foundation Pad/ Beam, Capping Beam, ground improvement and levelling pad,.10. Erecting precast fascia panel at the site along with laying of soil reinforcement. etc11. providing and fixing HDPE/PVC pipe of drainageComplete in all respect as per technical specifications to the satisfaction of Project In charge of EIEL, NHAI & IC.

(6A) 6.24 b)

Earthwork for reinforced earth structures with selected soil meeting approved design parameters in layers in soil reinforced zone complete as per specifications and approved drawings Construction of reinforced Earth Structures (RES) complete as per approved drawings and Technical specification section 3100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.25 a)

Providing and laying in position RCC M40 grade in small crash barrier in structure works excluding providing & fixing centring, shuttering/deshuttering, staging/destaging, curing and the cost of reinforcement as per approved drawing and technical specifications Construction of reinforced Earth Structures (RES) complete as per approved drawings and Technical specification section 1500, 1700 & 2300 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.25 b)

Providing and laying in position RCC M40 grade in low high crash barrier in structure works excluding providing & fixing centring, shuttering/deshuttering, staging/destaging, curing and the cost of reinforcement as per approved drawing and technical specifications Construction of reinforced Earth Structures (RES) complete as per approved drawings and Technical specification section 1500, 1700 & 2300 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.25 c)

Providing and laying in position RCC M40 grade in crash barrier with friction slab in structure works excluding providing & fixing centring, shuttering/deshuttering, staging/destaging, curing and the cost of reinforcement as per approved drawing and technical specifications Construction of reinforced Earth Structures (RES) complete as per approved drawings and Technical specification section 1500, 1700 & 2300 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

Providing and laying stone boulder apron of specified thickness complete as per drawings and technical specification clause 2507 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rock complete as per Technical Specification of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.

Chainage 211 of NH 58 Motichur River

Chainage 211 of NH 58 Motichur River

Chainage 211 of NH 58 Motichur River

Chainage 211 of NH 58 Motichur River

Chainage 211 of NH 58 Motichur River

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Staining of

Wells including Fabricating and Setting out as per Detailed Drawing.

Chainage 211 of NH 58 Motichur River

(6A) 6.31 a)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Foundation of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

Chainage 211 of NH 58 Motichur River

(6A) 6.31 b)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Pile cap of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.31 c)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Well Staining of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.32 a)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in walls/abutments/Pier for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.32 b)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Pier Cap/Pedestal for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.33 a)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Solid Slab for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.33 b)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in T Beam and Slab for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.33 c)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Approach Slab for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.33 d)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Girder for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.33 e)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Long High for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

(6A) 6.33 f)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Low High for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

Erection of Reinforced Cement Concrete of M 40 Grade in T Beam and Slab etc. with resonable Capacity of crane , including Loading , unloading at stacking yard,loading on Trailor transportation of the same to the location Unloading of the same beams and erection of the same with the use of Crane at the desired location . It also includes the provision of placement of temporary bearing for placementof girder. Erection shall be with all tools and tackles as per requirement.Construction of Structural steel girder with all fastners and fixtures, Provisionof

fabrication of the same as per technical requirment .Erection of Fabricated Structural steel Girder. with resonable Capacity of crane , including Loading , unloading at stacking yard,loading on Trailor transportation of the same to the location Unloading of the same beams and erection of the same with the use of Crane at the desired location . It also includes the provision of placement of temporary bearing for placementof girder. Erection shall be with all tools and tackles as per requirement.Providing and laying M-40 Grade pre-stressed reinforced cement concrete with 43/53 grade ordinary Portland Cement for the construction of cast in situ voided slab in superstructure using 20mm & down stone aggregate and approved quality sand as per drawingProviding and laying M-40 Grade pre-stressed reinforced cement concrete with 43/53 grade ordinary Portland Cement for the construction of cast in situ Box Girder in superstructure using 20mm & down stone aggregate and approved quality sand as per drawing.Fabricating ,Providing and laying of Staging and erection of the same for M-40 Grade for cast in situ Box Girder in superstructure using 20mm & down stone aggregate and approved quality sand as per drawing.

Annexure-13ERA INFRA ENGINEERING LTD.

NAME OF PROJECT : WHHPPL Dail Distribution

SNO DESCRIPTIONDate

UNIT RATE Total Quantity 1-Apr 2-Apr 3-Apr 4-Apr 5-Apr 6-Apr 7-Apr 1st week 8-Apr 9-Apr 10-Apr 11-Apr 12-Apr 13-Apr 14-Apr 2nd week 15-Apr 16-Apr 17-Apr 18-Apr 19-Apr 20-Apr 21-Apr 3rd week 22-Apr 23-Apr 24-Apr 25-Apr 26-Apr 27-Apr 28-Apr 4rth week 29-Apr 30-Apr 5th week 28

Main Camp Construction

1 Stores sqft 304 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 Work Shop Sqft 304 900 32 32 32 32 32 32 32 225 32 32 32 32 32 32 32 225 32 32 32 32 32 32 32 225 32 32 32 32 32 32 32 225 0 0 0

3 Lab sqft 319 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 Cement Godown sqft 304 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

5 Administrative Building Sqft 400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Labour Quarter Sqft 209 2500 89 89 89 89 89 89 89 625 89 89 89 89 89 89 89 625 89 89 89 89 89 89 89 625 89 89 89 89 89 89 89 625 0 0 0

7 Engineers Family Quarter Sqft 365 2000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 200 200 400 200 200 200 200 200 200 400 1600 0 0 0

8 Manager Family 400 540 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 45 90 50 50 50 50 50 50 50 350 50 50 100

9 Engineer Bachelor Accodomation & Mess Sqft 365 1700 61 61 61 61 61 61 61 425 61 61 61 61 61 61 61 425 61 61 61 61 61 61 61 425 61 61 61 61 61 61 61 425 0 0 0

10 Supervisor/Foreman Quarter Sqft 298 1200 43 43 43 43 43 43 43 300 43 43 43 43 43 43 43 300 43 43 43 43 43 43 43 300 43 43 43 43 43 43 43 300 0 0 0

11 Operator/Driver Quarter Sqft 298 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

12 Construction Of Internal Roads 10.5m Width Rm 1750 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 013 Construction Of Internal Roads 7.0m Width Rm 834 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

14 Saptic Tank No 16660 4 0.14 0.14 0.14 0.14 0.14 0.14 0.14 1 0.14 0.14 0.14 0.14 0.14 0.14 0.14 1 0.14 0.14 0.14 0.14 0.14 0.14 0.14 1 0.14 0.14 0.14 0.14 0.14 0.14 0.14 1 0 0 0

Over Head Tank No 11333 4 0.14 0.14 0.14 0.14 0.14 0.14 0.14 1 0.14 0.14 0.14 0.14 0.14 0.14 0.14 1 0.14 0.14 0.14 0.14 0.14 0.14 0.14 1 0.14 0.14 0.14 0.14 0.14 0.14 0.14 1 0 0 0

16 a Weigh Bridge No 32535 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 016 b Weigh Bridge Equipment No 750,000 0.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

17 Underground Water Tank No. 59831 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

20 Diesel pump No. 106383 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

21 Steel Yard No. 21277 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

22 Fabrication Yard No. 15957 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

23 Security Office No. 250000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

24 Generator shed No. 872340 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

25 Stock Yard No. 10638 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

26 Precast Yard No. 531915 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

27 Shuttering and staging stock yard No. 15957 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

28 ELECTRICAL ITEMS: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

ELECTRICAL CABLE Mt 105 800 29 29 29 29 29 29 29 200 29 29 29 29 29 29 29 200 29 29 29 29 29 29 29 200 29 29 29 29 29 29 29 200 0 0 0

ELECTRICAL POLES Nos 7000 18 0 1 1 2 1 1 1 1 1 1 1 7 1 1 1 1 1 2 2 9 0 0 0

FLOOD LIGHTS Nos 580 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 4 1 1 1 1 1 2 2 9 0 0 0

FLOOD LIGHT RODS Nos 70 25 0 0 0 0 1 2 3 1 1 1 9 2 2 2 2 2 3 3 16 0 0 0

TUBE LIGHT Nos 190 50 0 0 0 10 10 10 10 10 50 0 0 0

TEMP. WIRING FOR EXT. LIGHTING Mt 1053 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0 12 0 0 0 13 0 0 0 13 0 0 0

ELECTRIC BULB Nos 35 0 0 0 0 0 0 0 0

29 BORE WELL ETC. 210526 2 1 1 2 0 0 0 0 0 0

PUMP ROOM & FITTINGS 105 1 0 1 1 1 0 0 0 0 0

G.I PIPES FOR CURING 158 0 0 0 0 0 0 0 0

RUBBER HOSE PIPE 63 0 0 0 0 0 0 0 0

METER ROOM 21053 0 0 0 0 0 0 0 0

30 M.S.Gate No. 3723 0 0 0 0 0 0 0 0

31 Fencing 350 0 0 0 0 0 0 0 0

B. BOQ Work 0 0 0 0 0 0 0

1.01 Hect. 11117 20 0 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 7 1 1 1 1 1 1 6 0 0 0

1.02 (a) Nos. 140 125 0 10 10 10 10 10 10 10 70 10 10 10 10 10 5 55 0 0 0 0

1.02 (b) Nos. 275 150 0 10 10 10 10 10 10 10 70 10 10 10 10 10 10 10 70 10 10 0 0 0

1.02 (c) Nos. 421 300 0 15 15 15 15 15 15 15 105 15 15 15 15 15 15 15 105 15 15 15 15 15 15 90 0 0 0

1.02 (d) Nos. 585 450 0 20 20 20 20 20 20 20 140 20 20 20 20 20 20 20 140 20 20 20 20 20 20 50 170 0 0 0

5.06.b) cum 3054 400 0 80 80 80 80 320 80 80 0 0 0 0

5.06.c) cum 3077 600 0 80 80 80 240 80 80 100 100 360 0 0 0 0

5.06.d) cum 3268 100 20 20 20 20 20 100 0 0 0

5.07 a) Tonne 38804 120 20 20 20 20 20 20 80 20 20 0 0 0 0

5.09 cum 3245 1200 50 50 50 50 50 50 50 50 50 350 50 50 50 50 50 50 50 350 50 50 50 50 50 100 100 450 0 0 0

(6A) 6.01 Cum 42 900 200 100 300 200 200 200 600 0 0 0 0 0

Cum 2717 150 10 10 10 10 40 10 10 10 10 10 10 10 70 10 10 10 10 40 0 0 0 0

(6A) 6.05 Rmt 6898 600 50 50 50 150 50 50 50 50 50 50 50 350 50 50 100 0 0 0 0

MT 39155 150 10 20 20 50 20 20 20 20 20 100 0 0 0 0 0

(6A) 6.27 Rmt 0 0 0 0 0 0 0

0-4m Depth Rmt 44468 10 3 3 3 1 10 0 0 0 0 0 04-8m Depth Rmt 49149 10 2 2 2 6 2.5 1.5 4 0 0 0 0 08-12m Depth Rmt 58511 10 0 1 1.5 1.5 1.5 1.5 1.5 9 1 1 0 0 0 012-16m Depth Rmt 60851 10 0 0 1.5 1.5 1.5 1.5 1.5 1.5 1 10 0 0 0 016-20m Depth Rmt 70213 10 0 0 1 1 1.5 1.5 1.5 1 1 1 1 9 0 0 0

(6A) 6.29 MT 58511 62 0 0 5 5 5 5 5 5 5 35 5 5 5 5 5 2 27 0 0 0

sqm 146 1500 50 50 50 50 50 50 50 50 50 350 50 50 50 50 50 50 100 400 100 100 100 100 100 100 100 700 0 0 0

Clearing and grubbing road land, embankment slope, drain, cross-drainage structures, major/minor bridges, underpasses, ROBs, grade separators, including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all leads and lifts including removal and disposal of top organic soil not exceeding 150 mm in thickness, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting clearing / grubbing operations)Uprooting of trees girth from 300mm to 600mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site. Uprooting of trees girth from 600mm to 900mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site. Uprooting of trees girth from 900mm to 1800mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site. Uprooting of trees girth above 1800mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site. Providing & laying Reinforced Cement Concrete of M-25 grade

RCC for foundation of Box Culvert including treatment of joints

between existing and new structures including curing for all

heights but excluding of the cost of reinforcement, shuttering &

staging etc. all complete as per drawing, Technical Specification

section 1500,1700,2100 & 2200 of MoSRT&H and Instruction

of IC, NHAI & Project Engineer of EIEL. Providing & laying Reinforced Cement Concrete of M-25 grade

for Sub structure of Box Culvert including treatment of joints

between existing and new structures including curing for all

heights but excluding of reinforcement, shuttering & staging etc.

all complete as per drawing, Technical Specification section

1500,1700,2100 & 2200 of MoSRT&H and Instruction of IC,

NHAI & Project Engineer of EIEL. Providing & laying Reinforced Cement Concrete of M-30 grade

for Super structure of Box Culvert including treatment of joints

between existing and new structures including curing for all

heights but excluding the cost of reinforcement, shuttering &

staging etc. all complete as per drawing, Technical Specification

section 1500,1700,2100 & 2200 of MoSRT&H and Instruction

of IC, NHAI & Project Engineer of EIEL. Providing & fixing HYSD bar reinforcement for foundation of retaining walls, crash barriers, kerbs etc. of Box Culverts including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).

Providing & laying Reinforcement cement concrete of M-30

grade in approach slab in Box Culvert excluding the cost of

reinforcement, shuttering & staging etc complete as per drawings

and technical specification section 1500,1600,1700 & 2704 of

MoSRT&H and Instruction of IC, NHAI & Project Engineer of

EIEL. Earth work in excavation of foundation for structure work in all

types of soil including marshy soil & ordinary rock by

mechanical means (Excluding dewatering) with all leads and lifts

complete in all respect as per Technical Specification Clause 301

& 304 of MoSRT&H and Instruction of IC, NHAI & Project

Engineer of EIEL. (Original ground levels shall be taken before

starting of work).

(6A) 6.04 a)

Providing and laying Plain Cement Concrete M-15 grade under

foundation in structures, including providing & fixing centring,

shuttering/deshuttering staging/destaging scaffolding (if

required) etc for all heights and curing complete as per drawings

and technical specification section clause 1500,1700 and 2100 of

MoSRT&H and Instruction of IC, NHAI & Project Engineer of

EIEL. (Excluding the cost of surface reinforcement Bored cast-in-situ M-35 grade 1200 mm Dia RCC Pile including

boring for piling, cost of initial and routine load test as per

BIS:2911 and reinforcement and removal of excavated earth

with all lead and lifts complete as per drawing and technical

specifications 1100,1600,1700 and IRC 78-2000 & Instruction of

IC, NHAI & Project Engineer of EIEL.

(6A) 6.07 (b)

Providing & fixing HYSD bar reinforcement for Well Steining in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).Sinking of 8 m external diameter well ( other than pneumatic

method of sinking ) through all types of strata namely sandy soil,

clayey soil and rock as shown against each case, complete as per

drawing and technical specifications. Depth of sinking is rock

complete as per Technical Specification of MoSRT&H and

Instruction of IC, NHAI & Project Engineer of EIEL.

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for

Staining of Wells including Fabricating and Setting out as per

Detailed Drawing.

(6A) 6.31 a)

Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Foundation of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.

Annexure-2ERA INFRA ENGINEERING LIMITEDDHPL

Budget Distribution for the month of Apr' 11

34610688

34610688

Himanshu Pratap Pratap Singh Amar Singh Mingwal4492486 29447562 670640

Pramod Kr.Singh Animesh Gangopadhaya Sayed J. Rahman R.K. Sharma

1761694 0 255115 0 29447562 670640

Jitendra Kumar Baljeet Singh

Planned Achieved Planned Achieved Planned Achieved Planned Achieved

1761694 0 255115 0 29447562 0 670640 0

Land\ Front AvailabilityLand is not avail;able for working from NHAI.

Working Drawing Working Drawing still awaited.

Project Coordinator (Sunil Gupta)

Project Manager (Divesh Nain)

ERA INFRA ENGINEERING LIMITEDBOT & EPC Division

PROJECT: DHPL E006 11-AprBUDGET FOR APPROVAL

S.NO. PARTICULAR

DESCRIPTION OF WORK % % % Rem

1 2 8 3 4 4

A Turnover 0.00Camp Construction 2370.30 346.11 -2024.20

Add OH & Taxes as per GB 0.00 0.00

Total Turnover (Road + St.) 2370.30 100.0% 346.11 100.00% -2024.20B Deductions 0.00

Income Tax 2.0% 47.41 2.00% 6.92 2.00% -40.48WCT 4% 94.81 4.00% 13.84 4.00% -80.97Labour Cess 23.70 1.00% 3.46 1.00% -20.24JV Expenses 0.00 0.00 0.00% 0.00Total Deduction 165.92 24.23 7.00% -141.69

Net Inflow 2322.90 98.00% 98.00% 321.88 93.00% -2001.02

C Expenses 0.00% 0.00I Material Consumed 710.87 29.99% 29.99% 45.90 13.26%a Operational cost 192.64 8.13% 8.13% 0.00% 0.00

b Shuttering Ply & Batton Requirment for this month 0.00%0.00%

Total 903.51 38.12% 38.12% 45.90 13.26% 0.00II Labour Cost 0.00% 0.00%a PC with Labour Charges 37.15 1.57% 1.57% 18.91 5.46% -18.24b P/C With Material/ Specilized agancy 105.32 0.00% 42.74 12.35% -62.58III Water Charges 0.00% 0.00% 0.00a Electricity Charges 0.00% 0.10 0.03% 0.10

Total 142.47 6.01% 6.01% 61.75 17.84% -80.72 I a Mustor Roll Labour A(direct) 6.20 0.14% 0.14% 0.86 0.25% -5.34 I b Mustor Roll Labour B 0.12% 0.12% 0.69 0.20% 1.13

Total Mustor Roll A & B 6.20 0.26% 0.26% 1.55 0.45% -4.21II Watch & Ward 0.00% 1.14 0.33% 1.14

III a Staff Salary A 61.93 1.37% 1.37% 13.87 4.01% -48.06III b Staff Salary B 0.00% 0.00% 0.00III Total Staff Salary 61.93 2.61% 2.61% 13.87 4.01% -48.06IV Over Heads 0.00% 0.00% 0.001 CAR HIRING CHARGES 4.83 0.28% 0.28% 1.12 0.32% -3.712 DIESEL 0.00 0.09% 0.09% 1.60 0.46% 1.603 REPAIR & MAINT. OF MACH. 0.00 0.27% 0.27% 29.32 8.47% 29.324 LOCAL CONVEYANCE 0.11 0.00% 0.00% 0.07 0.02% -0.045 TRAVELLING FOR STAFF/OTHER 0.12 0.01% 0.01% 0.15 0.04% 0.036 GUEST HOUSE EXP. 0.22 0.00% 0.00% 0.31 0.09% 0.097 RENT STAFF QTR. 4.35 0.07% 0.07% 0.80 0.23% -3.558 STAFF WELFARE/CANTEEN EXP. 1.17 0.02% 0.02% 0.10 0.03% -1.079 MEDICAL EXPENSES 0.12 0.01% 0.01% 0.05 0.01% -0.07

10 CLIENT ENTERTAINMENT 0.06 0.01% 0.01% 0.00 0.00% -0.0611 SPECIAL INCENTIVE FOR SITE STAFF 0.10 0.00% 0.00% 0.00 0.00% -0.1012 STATIONARY FOR OFFICE 0.10 0.01% 0.01% 0.03 0.01% -0.0813 TELEPHONE/MOB. & FAX 0.45 0.03% 0.03% 0.25 0.07% -0.2014 POSTAGE & TELEGRAM 0.01 0.00% 0.00% 0.01 0.00% 0.0015 POOJA EXPENSES 0.05 0.00% 0.00% 0.28 0.08% 0.2216 TESTING CHARGES 0.23 0.04% 0.04% 0.00 0.00% -0.2317 LEGAL & PROFESSIONAL CARGES 0.02 0.00% 0.00% 0.06 0.02% 0.0418 BANK CHARGES & COMM. 0.00 0.01% 0.01% 0.00 0.00% 0.00

AS PER REVISED GREEN BOOK

AS PER BUDGET

GREEN BOOK/ BUDGET

DIFFERENCE +/(-)

19 CHARITY & DONATION 0.01 0.00% 0.00% 0.05 0.01% 0.0420 WORKING CAPITAL INTEREST 0.00 0.00% 0.00% 0.00 0.00% 0.0021 OFFICE FURNITURE 0.59 0.05% 0.05% 0.50 0.14% -0.09

Total 12.53 0.53% 0.53% 34.68 10.02% 22.16V Mustroll C - Loss 0.00% 0.00 0.00% 0.00VI Misc. Expence 0.00% 0.00% 0.00 0.00% 0.00

Total Mustroll, Staff Salary & OH 0.00% 0.00% 50.099 14.47% 50.10VII a Hire Charges Of Plant & Machinery (Road & Bridges) 112.38 4.74% 4.74% 0.00 0.00% -112.38VII b Rental For Plant & Mach.,Lab.Equip.(EIEL) 0.08 0.00% 2.98 0.86% 2.90VII c Hire Charges Of Plant & Machinery (EMD) 0.00% 0.00% 4.94 1.43% 4.94

Total Of Machinary 112.46 4.74% 4.74% 7.920 2.29% -104.54VIII H O Share 23.70 1.00% 1.00% 3.46 1.00% -20.24IX MOH 0.17% 0.17% 0.00 0.00% 0.00X Shuttering Material Rental 0.00 0.00% 0.00% 0.00 0.00% 0.00XI 0.00 0.00% 0.00% 0.00 0.00% 0.00XII Temp. Infrastucture 0.00% 0.00% 0.00

Net Out flow 1182.14 49.87% 49.87% 169.13 48.87% -1013.01

Surplus/Deficit 1140.76 48.13% 48.13% 152.75 44.13% -988.00

ERA INFRA ENGINEERING LTDDEHRADUN HIGHWAY PROJECT 2475677 1761694 0 255115 4492486

Divesh Nain

Month Apr-11 Himanshu Pratap

Amit Rana Pramod Kr. Singh Rajeshwar SharmaN.P.Choudhary Jitendra Kumar Baljeet Singh

S. No. Description Unit Rate Amount PC Rate PC Amount

Planned Achieved Planned Achieved Planned Achieved Planned AchievedABSTRACT OF EQUIPMENT REQUIRED FOR THE PROJECT

1 SQF 1540 0.00 304 0 287 0 1 0.00 0.00

2 SQF 900 900.00 304 273600 287 258300 900 1 900.00

3 SQF 1320 0.00 319 0 301 0 0 1 0.00

4 SQF 4800 0.00 304 0 287 0 1 0.00

BOQ of CAMP 1 at Haridwar-Dehradun Section from km 211+000 to km 218+200 of NH - 58 and from km 165.00 to km 196.825 of NH-72

Total Qty as

Per BOQ

Total Qty for the Month

CONSTRUCTION OF STORE BUILDING AT CAMPS including charges for providing material, labour, machinery and tools & tackles associated with works like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all complete in all respect as per Drawings , Technical Specifications and scope of work to the satisfaction of Porject Incharge of EIEL, Independent Consultant and NHAI.--As Per Party Rate

CONSTRUCTION OF WORKSHOP BUILDING AT CAMPS including charges for providing material, labour, machinery and tools & tackles associated with works like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all complete in all respect as per Drawings , Technical Specifications and scope of work to the satisfaction of Porject Incharge of EIEL, Independent Consultant and NHAI.--As Per Party Rate

CONSTRUCTION OF LABORATORY BUILDING AT CAMPS including charges for providing material, labour, machinery and tools & tackles associated with works like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting, preparation of Platfarm all complete in all respect as per Drawings , Technical Specifications and scope of work to the satisfaction of Porject Incharge of EIEL, Independent Consultant and NHAI.--As Per Party Rate

CONSTRUCTION OF CEMENT GODAWN BUILDING AT CAMPS including charges for providing material, labour, machinery and tools & tackles associated with works like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all complete in all respect as per Drawings , Technical Specifications and scope of work to the satisfaction of Porject Incharge of EIEL, Independent Consultant and NHAI.--As Per Party Rate

5 SQF 2400 0.00 400 0 400 0 1 0.00

6 SQF 3000 2500.00 209 522500 190 475000 2500 1 2500.00

7 SQF 4410 2000.00 365 730000 400 800000 2000 1 0.00 2000.00

8 SQF 3290 540.00 400 216000 400 216000 0 1 540.00 540.00

CONSTRUCTION OF ADMINISTRATIVE BUILDING AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORKS LIKE Earth work in excavation, filling, Brick work in cement mortar 1:8 & mud mortar, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting, false ceilings all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.

CONSTRUCTION OF LABOUR CAMP AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE

CONSTRUCTION OF ENGINEER FAMILY ACCOMODATION AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK like Earth work in excavation, filling, Brick work in cement mortar 1:8 & mud mortar, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting, false ceilings all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE

CONSTRUCTION OF MANAGER FAMILY ACCOMODATION BUILDING AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK like Earth work in excavation, filling, Brick work in cement mortar 1:8 & mud mortar, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting, false ceilings all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE

9 SQF 7000 1700.00 365 620500 344 584800 540 1 1160.00 1700.00

10 SQF 3600 1200.00 298 357600 298 357600 1000 1 200.00 1200.00

11 SQF 2250 0.00 298 0 298 0 0 1 0.00 0.00

12 RM 1823 0.00 1750 0 1400 0 0 1 0.00

CONSTRUCTION OF ENGINEER BECHOLOR QUARTER & MESS AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK like Earth work in excavation, filling, Brick work in cement mortar 1:8 & mud mortar, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting, false ceilings all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE

CONSTRUCTION OF SUPERVISOR / FOREMAN QUARTER & MESS AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE

CONSTRUCTION OF DRIVER QUARTER AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE

Construction of internal roads of 10.5m. Width (7.0 M width of road with 1.50 m earthen shuolderon both sides) for camps including prepration of surface by dressing & levelling of ground & providing RBM/GSB material with transportation charges, spreading it in uniform layer of 300mm thick on prepared surface, watering & compactionof RBM with static Roller. Mixing of RBM shall be done by mix in place method with rotavator at OMC. Rate inclusive of construction of earthen shoulder, which shall be made by soil excavated from camp area, with all leads and lifts complete as per drawing & technical secifications.

13 RM 2143 0.00 834 0 667.2 0 1 0.00

14

N0

15 4.00 16660.0 66640 33500 134000 2 1 2.00 4.00

15

nos

15 4.00 11333.0 45332 30000 120000 1 4.00 4.00

16 WEIGH BRIDGE Nos 0.00 0 0 1 0.00

16a

no

1 0.00 32535 0 0 1 0.00 0.00

16b no 1 0.00 750000 0 0 1 0.00

17

No

1 0.00 59831 0 0 1 0.00

no

1 0.00 0 0 0 1 0.00

Construction of internal roads of 7.0m. Width (5.0 M width of road with 1.00 m earthen shuolderon both sides) for camps including prepration of surface by dressing & levelling of ground & providing RBM/GSB material with transportation charges, spreading it in uniform layer of 200mm thick on prepared surface, watering & compactionof RBM with static Roller. Mixing of RBM shall be done by mix in place method with rotavator at OMC. Rate inclusive of construction of earthen shoulder, which shall be made by soil excavated from camp area, with all leads and lifts complete as per drawing & technical secifications.

Construction of Septic tank the work includes Excavatio upto the desired level, Provision of PCC (1:3:6) in foundation , Laying of RCC 1:2:4, Supplying and fixing of thermomechanically treated reinforcement of Fe415 grade, Construction of side wall with bricks , provision of Slab and Plastering of wall as per requirement and satisfaction of Engineer In charge

Construction of Overhead tanks Includes the Provisionof Earthwork in foundation as per drawign and technical specification , Provisionof PCC1:4:8, Provision of RCC 1:2:4 with reinforcement centering and shuttering, provisionof Brick work with cement mortar (1:6) as per specification and satisfaction of Engineer Incharge

Constructio of weigh Bridge shall include Excavation up to foundation level including shoring and struting, Provision of PCC 1:4:8 in foundation with shuttering, Provisionof PCC in foundation 1:2:4 with shuttering, Provision of RCC 1:2:4 with reinforcementcentering and shuttering, Provison of Brick work with cement mortar 1:6 all work shall be as per satisfaction of Engineer In charge

Provision of Weight Bridge equipement with all fixture and fastners

Constructio of foundation for Underground tank shall include Excavation up to foundation level including shoring and struting, Provision of PCC 1:3:6 in foundation with shuttering, Provisionof PCC in foundation 1:2:4 with shuttering, Provision of RCC 1:2:4 with reinforcementcentering and shuttering, Provison of Brick work with cement mortar 1:6 all work shall be as per satisfaction of Engineer In charge

CONSTRUCTION OF LIME STORAGE GODAWN BUILDING AT CAMPS including charges for providing material, labour, machinery and tools & tackles associated with works like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all complete in all respect as per Drawings , Technical Specifications and scope of work to the satisfaction of Porject Incharge of EIEL, Independent Consultant and NHAI.--As Per Party Rate

18

no

1 0.00 212766 0 170212.8 0 1 0.00

19

no

1 0.00 159574 0 127659.2 0 1 0.00

20

no

1 0.00 106383 0 85106.4 0 0 1 0.00

21

no

1 0.00 21277 0 17021.6 0 1 0.00

22

no

1 0.00 15957 0 12765.6 0 1 0.00

23no

1 0.00 250000 0 200000 0 0.00 1 0.00

24

no

1 0.50 872340 436170 697872 348936 1 0.50 0.50

25

no

1 0.00 10638 0 8510.4 0 1 0.00

26

no

1 1.00 531915 531915 425532 425532 1 1.00 1.00

27

no

1 1.00 15957 15957 12765.6 12765.6 1 1.00 1.00

28 ELECTRICAL ITEMS: 0.00 0 0 0 1 0.00ELECTRICAL CABLE rmt 800 800.00 105 84000 84 67200 1 800 800.00ELECTRICAL POLES No. 25 18.00 7000 126000 5600 100800 1 18 18.00FLOOD LIGHTS No. 25 13.00 580 7540 464 6032 1 13 13.00FLOOD LIGHT RODS No. 50 25.00 70 1750 56 1400 1 25 25.00TUBE LIGHT No. 100 50.00 190 9500 152 7600 1 50 50.00TEMP. WIRING FOR EXT. LIGHTING Ls 50 25.00 1053 26325 842.4 21060 1 25 25.00ELECTRIC BULB No. 100 0.00 35 0 28 0 1 0.00

29 BORE WELL ETC. No. 2 2.00 210526 421052 168420.8 336841.6 2.00 1 2.00PUMP ROOM & FITTINGS No. 4 1.00 105 105 84 84 1.00 1 1.00

Construction of Bitumen Storage tank including the charges for provision of material , labour , machinery and tool and tackles associated with the work in Bitumen storage, the constructio also includes fabrication of Bitumen tank with concrete foundation and brick work as per requirement.of project and satisfaction of Engineer In charge

Construction of LDO Storage tank including the charges for provision of material , labour , machinery and tool and tackles associated with the work in Bitumen storage, the constructio also includes fabrication of LDO Storage tank with concrete foundation and brick work as per requirement.of project and satisfaction of Engineer In charge

Construction of Diesel pump including the charges for provision of material , labour , machinery and tool and tackles associated with the work in Bitumen storage, the constructio also includes fabrication of sheds with concrete foundation and brick work as per requirement.of project and satisfaction of Engineer In charge

Construction of steel yard for placement of reinforcement with provision of stacking of reinforcement over stackers made of brick and PCC as per requirement of site and satisfaction of Engineer in charge.

Construction of Fabricatrion yard for placement of reinforcement with provision of stacking of reinforcement over stackers made of brick and PCC as per requirement of site and satisfaction of Engineer in charge.

Construction of Security office for security personal as per site requirement made of Brick work and plaster with GI sheet roofing

Construction of Generator shed for Diesel Generator for power generation for the camp as per site requirement made of Brick work and plaster with GI sheet roofing. It also include cost of Generator of 110 KVA

Construction of stock yard for placement of reinforcement with provision of stacking of material over stackers made of brick and PCC as per requirement of site and satisfaction of Engineer in charge.

Construction of precast yard with all drainage and working platform made of RCC with TMT bars and foundation with PCC, including all infrastructure facilites as per requirements

Construction of Shuttering and staging stock yard for placement of reinforcement with provision of stacking of material over stackers made of brick and PCC as per requirement of site and satisfaction of Engineer in charge.

G.I PIPES FOR CURING Rmt 200 0.00 158 0 126.4 0 1 0.00RUBBER HOSE PIPE Rmt 200 0.00 63 0 50.4 0 1 0.00METER ROOM Sft 1 0.00 21053 0 16842.4 0 1 0.00STORAGE OF LUBES AND FLUIDS Sft 1 0.00 21053 0 16842.4 0 0.00 1 0.00

30 M.S GATES No. 2 0.00 3723 0 2978.4 0 1 0.00

31rmt

1000 0.00 350 0 280 0 1 0.00

32 Land Lease for Camp Acre 16.6 127660Total 4492486 4273951.2

Construction of fencing with GI Sheets with Pipes/barbed wire and concrete pillers with PCC foundation

4492486

Divesh Nain

Planned Achieved Status as on Date

0.00 92% Completed

900.00

0.00 90% Completed

0.00 82% Completed

0.00 82% Completed

2500.00 17% Completed

2000.00

540.00 11% Completed

1700.00 47.7% Completed

1200.00 31.5% Completed

0.00

0.00

0.00

4.00

4.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.50

0.00

1.00

1.00

0.00800.0018.0013.0025.0050.0025.000.002.001.00

0.000.000.000.000.00

0.00

OVERHEADS of DHPL for Apr 2011#REF!

OVERHEADS #REF!I SITE STAFF SALARY 4.01% 1386800 #REF! #REF!II HIRING CHARGES OF PLANT & MACH. 84.71% 29318500 #REF! #REF!III CAR HIRING CHARGES 0.32% 112000 #REF! #REF!IV REPAIR & MAINT. OF MACH. 8.47% 2931850 #REF! #REF!V VEHICAL RUNNING MAINT. FOR STAFF 0.32% 112000 #REF! #REF!VI DIESEL & FUEL 0.51% 176346 #REF! #REF!VII LOCAL CONVEYANCE 0.02% 7000 #REF! #REF!VIII TRAVELLING FOR STAFF/OTHER 0.04% 15000 #REF! #REF!IX GUEST HOUSE EXP. 0.09% 31000 #REF! #REF!X RENT STAFF QTR. 0.23% 80000 #REF! #REF!XI STAFF WELFARE/CANTEEN EXP. 0.03% 10000 #REF! #REF!XII MEDICAL EXPENSES 0.01% 5000 #REF! #REF!XIII CLIENT ENTERTAINMENT 0.00% 0 #REF! #REF!XIV SPECIAL INCENTIVE FOT SITE STAFF 0.00% 0 #REF! #REF!XVI STATIONARY FOR OFFICE 0.01% 2500 #REF! #REF!XVII TELEPHONE/MOB. & FAX 0.07% 25000 #REF! #REF!XVIII POSTAGE & TELEGRAM 0.00% 1000 #REF! #REF!XIX WATCH & WARD 0.33% 114000 #REF! #REF!XX POOJA EXPENSES 0.08% 27500 #REF! #REF!XXI TESTING CHARGES 0.00% 0 #REF! #REF!XXII LEGAL & PROFESSIONAL CARGES 0.02% 5500 #REF! #REF!XXV CHARITY & DONATION 0.01% 5000 #REF!XXVII MUSTOR (MISC.LABOUR) 0.45% 154700 #REF! #REF!XXVIII MISC. EXPENCE 0.14% 50000 #REF! #REF!

9 Lab. Equipment 0

10 TEMP. INFRASTUCTURE 0 #REF! #REF!TOTAL 34570696 #REF! #REF!

DHPL Misc Expences For Dec 2010Dec,10

1 WATER CHARGESITEM Qty. Unit Rate %age loading

WATER CHARGES 1 Month 0 0

2 ELECTRICITY CHARGESITEM Qty. Unit Rate %age loading

ELECTRICITY CONSUMPTION 1 LS 10000 10000

FREIGHT FOR SHIFTING OF P/M/E ETC1 LOADING/UNLOADING 1 Ls 35000 35000

2 TRANSPORTATION OF PME 1 No. 25000 25000

TOTAL 60000111 CAR HIRING CHARGES

ITEM Qty. Unit Rate %age loading1 JEEP/Belero 3 No. 18000 54000

2 CAR/Scarpio 2 No. 22000 44000

3 Indica 1 No. 14000 14000

TOTAL 112000VII LOCAL CONVEYANCE

PARTICULARS Qty. Unit Rate %age loadingSTAFF 1 Ls 5000 5000

OTHERS 1 Ls 2000 2000

TOTAL 7000VIII TRAVELLING STAFF/OTHERS

PARTICULARS Qty. Unit Rate %age loading1 1 Ls 5000 5000

2 OTHERS 2 Ls 5000 10000

TOTAL 15000X GUEST HOUSE RENT1 Office rent 1 10000 10000

2 Guest House(Chhiddarwala) 1 5000 5000

3 Guest House(Chhiddarwala) 1 3500 3500

4 Guest House(Raiwala) 1 4500 4500

5 Sr. Guest House 1 8000 8000

Total 31000

ITEM Qty. Unit Rate %age loadingX ACCMDTN. FOR SR STAFF 3 Month 15000 45000

ACCMDTN. FOR STAFF 7 Month 5000 35000

TOTAL 80000

XI STAFF WELFARE/CANTEEN EXP.ITEM Qty. Unit Rate %age loading

TEA ETC. 1 Month 10000 10000TOTAL

XII MEDICAL EXPENSESITEM Qty. Unit Rate %age loading

HOSPITAL & FIRST AID (LABOUR) 1 Month 5000 5000TOTAL

XIII CLIENT ENTERTAINMENT EXP.ETC.ITEM Qty. Unit Rate %age loading

MONTHLY EXPENSES 1 Month 5000 5000

TOTAL 0XIV SPECIAL INCENTIVE TO STAFF

PARTICULARS Qty. Unit Rate %age loadingBONUS TO SITE STAFF 0 Ls 75000 0

TOTAL 0

XVI STATIONARY(OFFICE)ITEM Qty. Unit Rate %age loading

1 CALCULATORS 1 Ls 2500 2500

TOTAL 2500

P.I. AND ABOVE

XVII TELEPHONE/MOB & FAXITEM Qty. Unit Rate %age loading

1 FIXED PHONE CALLS CHARGES 1.00 No. 5000 5000

2 MOBILE PHONE CALLS CHARGES 20.00 No. 1000 20000

3 FAX CHARGES 0.00 Month 1000 0

4 COMMUNICATION FACILITIES 0.00 MONTH 10000 0

TOTAL 25000

XVIII POSTAGE & TELEGRAM ETC.ITEM Qty. Unit Rate %age loading

MONTHLY CHARGES 1 Month 1000 1000

TOTAL 1000

XIX WATCH & WARDITEM Qty. Unit Rate %age loading

1 SECURITY GUARD & Traffic Marshal 15 No. 7000 105000

2 SECURITY SUPERVISOR 1 No. 9000 9000

TOTAL 114000

XX POOJA EXPENSESITEM Qty. Unit Rate %age loading

1 BHOOMI POOJAN 1 No. 25000 25000

2 SWEETS DURING CONSTRUCTION 1 No. 2500 2500

TOTAL 27500

XXI TESTING CHARGESITEM Qty. Unit Rate %age loading

1 TESTING OF MATERIAL 0 No. 1000 0

Consultant charges 0 No. 300000 0

2 DESIGN MIX 0 No. 12000 0

TOTAL 0

XXII LEGAL & PROFFESSIONAL EXP.ITEM Qty. Unit Rate %age loading

1 REV. STAMPS 2 No. 250 500

2 CONSULTANTS FEE 1 No. 5000 5000

TOTAL 5500

XXV CHARITY & DONATIONITEM Qty. Unit Rate %age loading

1 LUMPSUM CHARGES 1 No. 5000 5000

TOTAL 5000

LabourMate/Supervisor Days. 250.00 Mazdoor (Unskilled) Days. 150.00 Mazdoor (Skilled) Days. 200.00Helpers. Days 150.00 Blacksmith /Fitter/Carpenter Days. 200.00 Mason/operator Days. 250.00MachinaryDozer Hours. 480.00 Tracter with Trolly. Hours. 75.00Air Compressor Hours. 100.00 Broomer. Hours. 100.00 Browser. Hours. 385.00 Water tanker. Hours. 135.00 Roller. Hours. 375.00 Moter grader. Hours. 950.00 JCB Hours. 290.00Loader Hours. 725.00Weigh Bridge Hours. 100.00Tandom roller Hours. 375.00 PTR Roller. Hours. 525.00 Sanser paver(10m). Hours. 2250.00 Hot Mix Plant (160 tonne capacity) Hours. 3200.00 Generator (500 KV). Hours. 480.00 Trailer. Hours. 525.00 Hydra crane Hours. 230.00 Light Mast Hours. 100.00 Generator (62.5 Kv for light Mast) Hours. 100.00 Compressor Hours. 100.00 Excavator. (0.9 Cum capacity) Hours. 850.00 Dumpers. (25 tonne capacity). Hours. 330.00Motor grader Hours. 950.00WMM plant Hours. 950.00Mechanical paver Hours. 600.00Gen set 125 KV Hours. 165.00JCB Hours. 290.00OPERATORS Hours. Excavator Operator. (0.9 Cum capacity) Hours. 250.00 Dumpers. Operator. (25 tonne capacity). Hours. 200.00 Water tanker. Operator. Hours. 200.00 Roller. Operator. Hours. 200.00Air Compressor operator. Hours. 250.00

Rate List as on 01/04/11

Loader Operator Hours. 250.00Weigh Bridge Operator Hours. 200.00 Broomer. Operator Hours. 200.00 Browser. Operator Hours. 200.00Tandom roller 2Nos. 8 hours each. Operator Hours. 250.00 PTR Roller. Operator Hours. 250.00 Sanser paver. Operator Hours. 250.00 Hot Mix Plant (160 tonne capacity) Operator Hours. 250.00 Generator (500 KV). Operator Hours. 200.00 Trailer. Operator Hours. 250.00 Weigh bridge Operator Hours. 200.00 Hydra crane Operator Hours. 250.00 Excavator. Operator(JCB) Hours. 250.00 Light Mast Operator Hours. 200.00 Generato (62.5 Kv for light Mast) Operator Hours. 200.00Compressor Operator Hours. 200.00 Dozer operator Hours. 250.00 Tractor trolly opretor. Hours. 200.00Air Compressor operator. Hours. 250.00Motor grader Hours. 250.00Gen set 65 KV Hours. 100.00Transit Mixer 6cum Hours. 385.00Cutting Machine Hours. 125.00Bending Machine Hours. 150.00Concrete Pump Machine Hours. 330.00Concrete batching plant 30 cum/hr Hours. 575.00Concrete batching plant 60 cum/hr Hours. 950.00Conc. Paver Hours. 2000.00Gen set 25 KV Hours. 75.00Tampo (TATA 407) Hours. 200.00Road marking M/C Hours. 150.00Boom placer 45 m3 Hours. 1730.00MATERIAL COSTEmulsion Bitumin including prepration charges. MT 26000.00 Bitumin (VG-30) MT 30000.00Bitumen CRMB MT 33000.00 Cement MT 3500.00 Aggregate including royalty & trasportation. MT 364.00HT Stand MT 55000.00GSB MT 300.00 Earth cost CumM15 Cum 2564M20 Cum 2619M25 Well Foundation Cum 3538

M25 Foundation Cum 3182M25 Substructure Cum 3604M30 Well Steining Cum 4060M30 Approach Slab Cum 3470M30 Substructure Cum 3685M35 Cum 3613M40 Cum 4038Reinforcement MT 38977 Water cost Ltr 0.05High Speed Diesel Ltr 38.50F.O. Ltr 30.00Lime MT 2500.00Steel MT 33500.00Admiture kg 37.00Binding Wire Kg 47.00Geotextile sqm 125.00Thermoplastic compound Ltr 48.00Glass beads Kg 50.00LPG Kg 50.00RCC pipe 300 mm RM 310.00Concrete Tile(M-25) 250x250 mm No 12.00MS Dowel Bar MT 40000.00

Consumable (HSD) Excavator (0.9 Cum capacity) Hr 12.00 Dumpers (25 tonne capacity). Hr 10.00 Water tanker Hr 10.00Vibratory Roller Hr 8.00Air Compressor Hr 8.00Loader Hr 8.00 Broomer. Hr 6.00 Browser. Hr 5.00Tandom roller Hr 8.00 PTR Roller. Hr 6.00 Sanser paver. Hr 20.00 Hot Mix Plant (160 tonne capacity)F.O. MT 5.500 Generator (500 KV). Hr 45.00 Trailer. Hr 6.00 Hydra crane Hr 6.00 Excavator (JCB) Hr 5.50 Light Mast Hr 8.00 Generator (62.5 Kv) Hr 8.00 Dozer Hr 14.00 Tractor trolly Hr 4.00

Air Compressor Hr 8.00Motor grader Hr 14.00WMM Pver Hr 16.00Gen set 125 KV Hr 14.00Transit Mixer 6cum Hr 10.00Conc. Paver Hr 20.00Steel cutting machine Hr 0.00Steel bending machine Hr 0.00Gen set 25 KV Hr 6.00Tampo (TATA 407) Hr 4.00Road marking M/C (LPG) Hr 6.60CPM Hr 10.00Boom placer Hr 12.00JCB Hr 5.50

Era Infra Engineering Limited

PACKAGE :HARIDWAR to DEHRADUN

Monthly Requirement of Plant and Equipment

Annexure :-I

Sl. Equipment Capacity Make UnitDiesel

Amount lit/unit

A) BITUMENOUS WORK 0

1 HOT MIX Plant 160 TPH SPECO Nos 12 789000 9468000 7890005.5 1430 0

2 Asphalt Sensor Paver 9 Mtr. VOGELE Nos 11 1196000 13156000 119600020.00 5200 0

3 Bitumen Sprayer 8 KL Apollo / Roadtech Nos 22 234000 5148000 4680000 0

4 Tandem Roller 9 T Nos 57 62000 3534000 3100008.00 2080 0

5 PTR 10 T Volvo Nos 22 136500 3003000 2730006.00 1560 0

6 Bitumen Storage Tank Basic Nos 48 0 00 0

7 CRMB / PMB Storage Tank Basic Nos 6 0 00 0

8 Mechanical Broomer Macons / Kam-Avida Nos 24 26000 624000 520006.00 1560 0

B) CONCERETE WORK 0 0 00 0

9 30 Cum/hr Schwing Nos 40 149500 4485000 0

10 30 Cum/hr Schwing Nos 13 149500 1943500 1495000 0

11 36 Cum /hr Schwing / Putzmister Nos 26 85800 171600

10.00 2600 0

12 36 Cum /hr Schwing / Putzmister Nos 12 85800 1029600 85800

10.00 2600 0

13 36 meter Schwing / Putzmister Nos 25 449800 11245000 89960012.00 3120 0

Total (Machine Months)

Hiring Charge

Apr -11 Amount

Lit/ month

Total Diesel

Greaves / L&T / Volvo / Cat

Batching Plant (Star Batcher)

Batching Plant (Compartment Batcher)

Concerete Pump Stationary( Flat Gate Type) (Diesel)

Concerete Pump Stationary( Rock Valve Type) (Diesel)

Concerete Pump Mobile (Boom Placer)

Sl. Equipment Capacity Make UnitDiesel

Amount lit/unit

Total (Machine Months)

Hiring Charge

Apr -11 Amount

Lit/ month

Total Diesel

21 32 meter Schwing / Putzmister Nos 9 449800 4048200 012.00 3120 0

22 Cement Silo 100 T NMF Nos 27 0 00 0

23 Fly Ash Silo 50 T NMF Nos 0 0 00 0

24 Screw Pump 30 TPH NMF Nos 27 0 00 0

25 120 TPH NMF/ Kamal Nos 13 0 00 0

26 Transit Mixer 6 Cum Nos 240 100100 2002000

10.00 2600 0C) EARTH & WMM WORK 0 0 0 0 0

27 WMM Plant 120 TPH Macons Nos 13 832000 10816000 8320000 0

28 WMM Paver (Sensor) 5.5 Mtr. Apollo Nos 12 520000 6240000 5200000 0

29 Excavator 20T Nos 74 221000 154700012.00 3120 0

30 Excavator 30T Nos 0 0 00 0

31 1 Cum JCB/TELCON Nos 74 75400 5278008.00 2080 0

32 Tippers / Dumpers 14 Cum Nos 528 115000 517500010.00 2600 0

33 Dozer 165 HP CAT / Komatsu Nos 21 124800 24960014.00 3640 0

34 Motor Grader 120 HP CAT/ Komatsu Nos 59 247000 14573000 123500014.00 3640 0

35 Vibratory Soil Compactor 10 T Nos 54 97500 5265000 4875008.00 2080 0

36 Walk Behind Roller 2.5T Dynapac / Volvo Nos 14 40000 560000 400000 0

37 Baby Roller 2.5 T Nos 26 40000 1040000 800000 0

D) CRUSHING PLANTS Dec-99 0 00 0

38 3 Stage Crusher 200 TPH Metso / Sandvik Nos 0 0 00 0

Concerete Pump Mobile (Boom Placer)

Radial Conveyor (for Compartment Batching Plant)

Schwing/Greaves/Tata/Ashok Leyland

Volvo / Komastu / Dossan /

Volvo / Komastu / Dossan /

Loader cum Excavator (JCB)

Tata / Ashok Leyland

Greaves / L&T / Volvo / Cat

Greaves / L&T / Volvo / Cat

Sl. Equipment Capacity Make UnitDiesel

Amount lit/unit

Total (Machine Months)

Hiring Charge

Apr -11 Amount

Lit/ month

Total Diesel

39 2 Stage Crusher 200 TPH Metso / Sandvik Nos 0 0 00 0

E) MISCELLANOUS EQUIPMENTS Dec-99 0 00 0

40 Hydraulic Piling Rig 180 KN Nos 0 0 00 0

41 Hydraulic Piling Rig 130 Kn Soilmech / MAIT Nos 0 0 00 0

42 Wheel Loader Lokings / Luigong Nos 27 188500 5089500 3770000 0

43 Wheel Loader Lokings / Luigong Nos 38 150000 4500008.00 2080 0

44 Light Mast 9 Mtr. IR / Aska Nos 118 26000 2600008.00 2080 0

45 14/12 T ACE Nos 98 59800 4784006.00 1560 0

46 Weigh Bridge 80 T Nos 28 24000 480000 0

47 Rock Breaker 20T Atlascopco Nos 14 0 00 0

48 Air Compressor 300 Cfm Nos 26 24000 480008.00 2080 0

49 Air Compressor 150 Cfm Nos 27 24000 648000 480008.00 2080 0

50 Kerb Casting M/c 400 mm Apollo Nos 21 33000 693000 660000 0

51 Crawler Crane 150 T IHI/Linkbelt Nos 0 450000 0 00 0

52 Crawler Crane 100/80T IHI/Linkbelt Nos 0 400000 0 00 0

53 Crawler Crane 40/35T RB Nos 104 300000 36000000 0

54 Mobile Cranes Nos 13 550000 7150000 00 0

55 Mobile Cranes 50 / 45 T Nos 24 400000 9600000 4000000 0

56 Diesel Tanker with Brouser 10 kl Nos 27 65000 1755000 1300000 0

57 Water Tanker 12 KL Nos 93 35100 28080010.00 2600 0

Soilmech / MAIT/ Trive/ Casagrande

5T (3 cum)

3T (1.7 Cum)

Pick & Carry Crane (Hydra)

EVERY / METTELER / CRAC

IR / ELGI / Atlascopco

IR / ELGI / Atlascopco

150/100/ 80 / 75 T

Tata / Ashok Leyland

Tata / Ashok Leyland

Sl. Equipment Capacity Make UnitDiesel

Amount lit/unit

Total (Machine Months)

Hiring Charge

Apr -11 Amount

Lit/ month

Total Diesel

58 DG Set CAT / Cummins Nos 0 250000 0 00 0

59 DG Set 500 KVA CAT / Cummins Nos 11 125000 1375000 1250000 0

60 DG Set 125 KVA Nos 108 31000 24800014.00 3640 0

61 DG Set 82.5 KVA Nos 12 25000 300000 250000 0

62 DG Set 62.5 KVA Nos 225 26000 4420008.00 2080 0

63 DG Set 30 KVA Nos 56 19500 1092000 780000 0

64 DG Set 15 KVA Nos 0 15000 0 00 0

65 DG Set 5 KVA Nos 56 5200 291200 208000 0

66 Scissor Platform 2 Ton Glory Nos. 44 250000 11000000 10000000 0

67 Tractor Trolley 2 Ton Local Nos. 45 16000 640002.75 715

68 JCB Nos. 75000 05.50 1650

F) VEHICLES Nos. 18000 0 012 2000

68 BUS 35 Seater Nos 13 97500 1267500 975000 0

69 Mini Bus 10 Seater Nos 15 35100 526500 351000 0

71 Ambulance Force/ Tata Winger Nos 14 2340000 32760000 23400000 0

72 Pick-up 5 Seater Nos 68 75400 5127200 3770000 0

73 40T Trailer (Flat Bed) Nos 15 0 0 00 0

74 Nos 39 247000 9633000 7410000 0

75 Crane Mounted Truck Nos 16 468000 7488000 00 0

29318500 4365 176346

750/725 KVA

Cat / Cummins / Kirloskar

Cat / Cummins / Kirloskar

Cat / Cummins / Kirloskar

Cat / Cummins / Kirloskar

Cat / Cummins / Kirloskar

Cat / Cummins / Kirloskar

Swaraj/ Force/ Tata710/Escort

Force Tempo Traveller/ Tata Winger

Mahindra/ Force/ Tata

40 Ton Trailor ( Semi Low Bed)

Sl. Equipment Capacity Make UnitDiesel

Amount lit/unit

Total (Machine Months)

Hiring Charge

Apr -11 Amount

Lit/ month

Total Diesel

EIEL

Tractor Trolley 2 Ton Local Nos. 45 16000 16000 640002.75 715

Dumper Nos 115000230000 0

Hydra Nos 5200052000 0

298000

EMD

Grader Nos 208000208000 0

JCB Nos 62000124000 0

Excavator Nos 162000162000 0

0.00 0

494000

Page 1 of 79

Sl. No. Description44 AC pipe 100 mm dia45 Alluminium Paint46 Aluminium alloy plate 2mm Thick47 Aluminium alloy/galvanised steel

48

49 Barbed wire

50

51

52 Bentonite 53 Binding wire54 C.I. shoes for the pile55 Coller for joints 300 mm dia

56 Compressible Fibre Board(20mm thick)

57 Corrosion resistant Structural steel

58

59

60 Curing compound

61

62

63 Epoxy primer 64 Flowering Plants 65 Galvanised MS flat clamp66 Gelatin 80% 67 GI bolt 10 mm Dia68 GI pipe 100 mm Dia69 HDPE pipes 110 mm dia70 HDPE pipes 150 mm dia71 Hot applied thermoplastic compound72 HTS strand 73 Joint Sealant Compound kg74 M.S. Clamps75 M.S. Clamps

Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable

Bearing (Forged steel roller bearing of 250 tonne

Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all comp

Corrugated sheet, 3 mm thick, "Thrie" beam section railing

Credit for excavated rock found suitable for use

Delineators from ISI certified firm as per the standard drawing given in IRC - 79

Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each

Page 2 of 79

76 Mild Steel bars77 Nuts and bolts 78 Paint79 Ordinary Paints80 Pavement Marking Paint81 Pesticide

82 Pipes 200 mm dia, 2.5 m long for drainage

83

84

85 Pre-moulded asphalt filler board

86

87

88

89

90

91 Reflectorising glass beads92 Sapling 2 m high 25 mm dia

93

94 Shrubs

95

96 Sodium vapour lamp 97 Square Rubble Coursed Stone

98

99

100

101

102 Strip seal expansion join103 Structural Steel

104

105 Tiles size 300 x 300 mm and 25 mm thick

Plastic sheath, 1.25 mm thick for dowel bars

Pre moulded Joint filler,25 micron thick for expansion joint.

Pre-coated stone chips of 13.2 mm nominal size

RCC Pipe NP 4 heavy duty non presure pipe 1200 mm dia

RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia

RCC Pipe NP 4 heavy duty non presure pipe 600 mm dia

RCC Pipe NP 2 heavy duty non presure pipe 300 mm dia

Separation Membrane of impermeable plastic sheeting 125 micron thick

Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing

Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level

Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level

Steel helmet and cushion block on top of pile head during driving.

Steel pipe 50 mm external dia as per IS:1239

Super plastisizer admixture IS marked as per 9103-1999

Page 3 of 79

106

107 Unstaked lime108 Water kl109 Welded steel wire fabric

110 Lead from Mixing Plant to working site40

111 Lead for E/W borow area to site 6.00112 Lead for fly ash from source to site 53.00

Items No.

1

2

3 Painting angle iron post two coats

4 Cement mortor 1:2 (Excluding OH & CP)

5 Cement mortor 1:3 (Excluding OH & CP)

6

7 Reinforcement rate MT

Tube anchorage set complete with bearing plate, permanent wedges etc

Summary of Rates calculated and used for analysis of rates of other items

Printing new letter and figures of any shade (ii) English Roman

Painting Two Coats on New Concrete Surfaces

Random Rubble masonary in cement mortor 1:6 (including OH & CP)

EIEL- EPC-INFRA IIDEHRADUN HIGHWAY PROJECT LIMITED

Plant & Machinery

Sl No Equipment Description Required Base Location Remarks

1 a BP 30 cum Schwing Stetter Batching Plant 1 Camp Raiwala Demarked from DMRC Project

b BP 100 ton Cement Silo 1 Camp Raiwala Demarked from DMRC Project

c BP 30 TPH Screw Pump 1 Camp Raiwala Demarked from DMRC Project

7 a BP 30 cum Schwing Stetter Batching Plant 1 Camp Raiwala

b BP 100 ton Cement Silo 1 Camp Raiwala

c BP 30 TPH Screw Pump 1 Camp Raiwala

b COM 10 ton Soil Compactor 3 Road Works

c COM 2.4 ton Baby Soil Compactor 2 Road Works

8 a CR 65 ton Cap. Goliath Crane 1 Camp Raiwalab CR 65/7.5 ton Cap Goliath Crane 1 Camp Raiwala

e CR 12 Ton Hydra 1 CH: 211+000

s CR 200 Ton Hydraulic Wheeled Crane 2 Structure Works

u CR 150 ton Hydraulic Crane-Wheeled 2 Structure Works

v CR 450 Ton Hydraulic Crane - wheeled 1 Structure Works

w CR 500 Ton Hydraulic Crane- wheeled 1 Structure Works

x CR 50 Ton Hydraulic Crane - Wheeled 3 Structure Works

y CR 75 Ton Hydraulic Crane - Wheeled 1 Structure Works

bg CR 30 Ton Hydraulic Crane - Wheeled 1 General Works

b CR 35 Ton Crawler Crane 1 CH: 211+486

b CR 35 Ton Crawler Crane 2 CH: 212+100

c CR 35 Ton Crawler Crane 1 CH: 212+800

g CR 12 Ton Hydra 1 CH: 216+100

b CR 35 Ton Crawler Crane 2 CH: 216+800

b CR 35 Ton Crawler Crane 2 CH: 217+600

b CR 35 Ton Crawler Crane 2 CH: 194+60b CR 35 Ton Crawler Crane 2 CH: 185+800d DG 125 KVA DG Set 1 Camp Raiwala Demarked from DMRC Projectd DG 125 KVA DG Set 1 Camp Raiwalac DG 82.5 KVA DG Set 2 Camp Raiwala

9 a DG 1 Camp Raiwalab DG 125 KVA DG Set for Fabrication Works 1 Camp Raiwala

11 a DG 62.5 KVA DG Set 2 CH: 211+000b DG 82.5 KVA DG Set 1 Camp Lal Tapparb DG 500 KVA DG Set 1 Camp Lal Tapparc DG 62.5 KVA DG Set 1 Camp Lal Tappar

125 KVA DG set for Main Office / Casting Yard Lighting / Lab/WorkShop

Sl No Equipment Description Required Base Location Remarks

be DG 5 KVA DG Set 4 General Worksbf DG 25 KVA DG Set 4 General Works

12 a DG 62.5 KVA DG Set 1 CH: 211+48613 a DG 62.5 KVA DG Set 2 CH: 212+10014 a DG 62.5 KVA DG Set 2 CH: 212+80015 a DG 62.5 KVA DG Set 1 CH: 216+10016 a DG 62.5 KVA DG Set 2 CH: 216+80017 a DG 62.5 KVA DG Set 2 CH: 217+60018 a DG 62.5 KVA DG Set 2 CH: 194+6019 a DG 62.5 KVA DG Set 2 CH: 185+800

c DOZ 165 hp Dozer Crawler 1 Camp Raiwala

2 a EX 1 Camp Raiwala

4 a EX 1.0/ 0.22 cum Loader Excavator 1 Camp Raiwalaf EX 1.0/0.22 cum Loader Excavator 1 CH: 211+000d EX 20 ton Excavator 3 Road Workse EX 20 Ton Excavator 1 CH: 212+100f EX 1.0/0.22 cum Loader Excavator 1 CH: 212+800

40 a GR 120 HP Motor Grader 4 Road Works39 a HMP 160 TPH Asphalt Batch Mix Plant 1 Camp Lal Tappar

c LOA 1.7 cum Wheel Loader 1 Camp Lal Tappard LOA 1.7 cum Wheel Loader 2 Camp Lal Tapparag PUMP 35 cum stationary concrete pump 4 Structure Worksai PUMP 32 mtr. Concrete Boom Placer 2 Structure Works

3 a ROL 10 ton Soil Compactor 1 Camp Raiwalab ROL 10 ton Tandem Roller 1 Camp Raiwalal ROL 10 Ton Tandem Roller with water arrangement 2 Road Worksm ROL Pneumatic Tandem Roller 2 Road Worksb TIP 14 cum hyva tipper 4 Camp Raiwalad TIP 14 cum hyva tipper 6 Camp Lal Tappare TIP 14 cum hyva tipper 15 Camp Lal Tappare TIP 14 cum hyva tipper 12 Road Worksq TIP 12 Ton Hydra 2 C.D.Worksr TIP 12 Ton Hydra 4 R. E. Wall Worksf TIP 14 cum hyva tipper 4 CH: 212+100e TIP 12 Ton Hydra 1 CH: 212+800e TM 6 cum Transit Mixer 4 Camp Raiwalae TM 6 cum Transit Mixer 4 Camp Raiwalat TR Hydraulic Trailor 2 Structure Worksf WB 80 ton Weigh Bridge 1 Camp Raiwala

38 a WMP 120 TPH WMM Plant 1 Camp Lal Tappar5 a 400 Amp Diesel Welding Generator 1 Camp Raiwala

b 400 Amp Welding Transformer 4 Camp Raiwalac 600 Amp Welding Transformer 1 Camp Raiwala

6 a Jackhammer 3 Camp Raiwalab 300 cfm Diesel Compressor 1 Camp Raiwalac 10 kg Demolition Tool ( Electric) 2 Camp Raiwalad 14 kg Demolition Tool ( Electric ) 2 Camp Raiwalad Shutter Vibrator 1 kw 24 Camp Raiwalae Shutter vibrator base for above 96 Camp Raiwala

20 Ton Excavator with rock breaker attachment with additional bucket

Sl No Equipment Description Required Base Location Remarks

f Rotary Frequecy Convertor 4 outlet 6 Camp Raiwalag 57 mm Motor in Head Poker Needle 4 Camp Raiwalah 42 mm motor in head poker needle 4 Camp Raiwalai 25 mm motor in head poker needle 4 Camp Raiwalaj Frequency Invertor 4 oulet 1 Camp Raiwalak Frequency Invertor 2oulet 1 Camp Raiwalal 40 mm Needle with Core 12 Camp Raiwalam 3 HP MK-7 Vibrator 4 Camp Raiwalac Bar Bending Machine 42 mm bar size 2 Camp Raiwalad Bar Cutting Machine 42 mm bar size 2 Camp Raiwalae Pillar Drill M/c Upto 42mm bore size 1 Camp Raiwalaf Hand Drill m/c Upto 12 mm size 1 Camp Raiwalag 4" Angle Grinder 2 Camp Raiwalah 7" Angle Grinder 4 Camp Raiwala

10 a 1.7 cum Wheel Loader 1 Camp Raiwalab Piling Rig 1 CH: 211+000c 35 Ton Crawler Crane 1 CH: 211+000d 600 Amp Welding Transformer 1 CH: 211+000g Bentonite Mixer 1 CH: 211+000h Bentonite Recycling Plant 1 CH: 211+000i 30 HP Flygt Pump 1 CH: 211+000j 15 HP Vertical Pump 2 CH: 211+000k 7.5 HP SP3L Pump 1 CH: 211+000l Bar Bending Machine 42 mm bar size 1 CH: 211+000m Bar Cutting Machine 42 mm bar size 1 CH: 211+000n 400 Amp Welding Transformer 2 CH: 211+0000 12 kl Diesel Water Tanker 1 CH: 211+000p 20 kl Water Tank 3 CH: 211+000q 40 ft 35 Ton Semi Low Bed Trailor 1 CH: 211+000c 400 Amp Welding Transformer 2 CH: 211+486c 400 Amp Welding Transformer 2 CH: 212+100d Clamshell bucket with removable teeth 2.2 cuyd 3 CH: 212+100b Piling Rig 1 CH: 212+800d 600 Amp Welding Transformer 1 CH: 212+800g Bentonite Mixer 1 CH: 212+800h Bentonite Recycling Plant 1 CH: 212+800i 30 HP Flygt Pump 1 CH: 212+800j 15 HP Vertical Pump 2 CH: 212+800k 7.5 HP SP3L Pump 1 CH: 212+800l Bar Bending Machine 42 mm bar size 1 CH: 212+800m Bar Cutting Machine 42 mm bar size 1 CH: 212+800n 400 Amp Welding Transformer 2 CH: 212+8000 12 kl Diesel Water Tanker 1 CH: 212+800p 20 kl Water Tank 3 CH: 212+800q 40 ft 35 Ton Semi Low Bed Trailor 1 CH: 212+800b 400 Amp Welding Transformer 2 CH: 216+100

c 1 CH: 216+100d 150 ton 600 mm stroke Hydraulic Jack 8 CH: 216+100

10HP Power Pack 100 bar /15lpm & 700 bar/1.5lpm with4inlet+4 Outlet with slow releasing option

Sl No Equipment Description Required Base Location Remarks

e 4 CH: 216+100

f 4 CH: 216+100h Wagon Drill 150mm max.bit size 1 CH: 216+100i Drill Rod Assorted Size set 1 CH: 216+100j Jackhammer 3 CH: 216+100k Pusher Leg 2 CH: 216+100l 300 cfm Diesel Compressor 1 CH: 216+100c 400 Amp Welding Transformer 2 CH: 216+800d Clamshell bucket with removable teeth 2.2 cuyd 2 CH: 216+800c 400 Amp Welding Transformer 2 CH: 217+600d Clamshell bucket with removable teeth 2.2 cuyd 2 CH: 217+600c 400 Amp Welding Transformer 2 CH: 194+60d Clamshell bucket with removable teeth 2.2 cuyd 2 CH: 194+60c 400 Amp Welding Transformer 2 CH: 185+800d Clamshell bucket with removable teeth 2.2 cuyd 2 CH: 185+800

20 a 62.5 KVA DG Set 2 CH: 178+050b 35 Ton Crawler Crane 2 CH: 178+050c 400 Amp Welding Transformer 2 CH: 178+050d Clamshell bucket with removable teeth 2.2 cuyd 2 CH: 178+050

21 a 30 cum Schwing Stetter Batching Plant 1 Camp Chhiderwalab 100 ton Cement Silo 1 Camp Chhiderwalac 30 TPH Screw Pump 1 Camp Chhiderwalad 125 KVA DG Set 1 Camp Chhiderwalae 6 cum Transit Mixer 4 Camp Chhiderwalaf 80 ton Weigh Bridge 1 Camp Chhiderwalag Shutter Vibrator 1 kw 24 Camp Chhiderwalah Shutter vibrator base for above 96 Camp Chhiderwalai Rotary Frequecy Convertor 4 outlet 6 Camp Chhiderwalaj 57 mm Motor in Head Poker Needle 4 Camp Chhiderwalak 42 mm motor in head poker needle 4 Camp Chhiderwalal 25 mm motor in head poker needle 4 Camp Chhiderwalam Frequency Invertor 4 oulet 1 Camp Chhiderwalan Frequency Invertor 2oulet 1 Camp Chhiderwalao 40 mm Needle with Core 12 Camp Chhiderwalap 3 HP MK-7 Vibrator 4 Camp Chhiderwala

22 a 20 ton Excavator 1 Camp Chhiderwalab 14 cum hyva tipper 4 Camp Chhiderwalac 165 hp Dozer Crawler 1 Camp Chhiderwala

23 a 10 ton Soil Compactor 1 Camp Chhiderwalab 10 ton Tandem Roller 1 Camp Chhiderwala

24 a 1.0/ 0.22 cum Loader Excavator 1 Camp Chhiderwala25 a 400 Amp Diesel Welding Generator 1 Camp Chhiderwala

b 400 Amp Welding Transformer 4 Camp Chhiderwalac 600 Amp Welding Transformer 1 Camp Chhiderwala

26 a Jackhammer 3 Camp Chhiderwalab 300 cfm Diesel Compressor 1 Camp Chhiderwalac 10 kg Demolition Tool ( Electric) 2 Camp Chhiderwalad 14 kg Demolition Tool ( Electric ) 2 Camp Chhiderwala

Hydraulic Manifold Block 1in4outlet with needle valveHydraulic Manifold Block 1in2outlet with needle valve

Sl No Equipment Description Required Base Location Remarks

27 a 30 cum Schwing Stetter Batching Plant 1 Camp Chhiderwalab 100 ton Cement Silo 1 Camp Chhiderwalac 30 TPH Screw Pump 1 Camp Chhiderwalad 125 KVA DG Set 1 Camp Chhiderwalae 6 cum Transit Mixer 4 Camp Chhiderwala

28 a 65 ton Cap. Goliath Crane 1 Camp Chhiderwalab 65/7.5 ton Cap Goliath Crane 1 Camp Chhiderwalac 82.5 KVA DG Set 2 Camp Chhiderwala

29 a 1 Camp Chhiderwala

b 125 KVA DG Set for Fabrication Works 1 Camp Chhiderwalac Bar Bending Machine 42 mm bar size 2 Camp Chhiderwalad Bar Cutting Machine 42 mm bar size 2 Camp Chhiderwalae Pillar Drill M/c Upto 42mm bore size 1 Camp Chhiderwalaf Hand Drill m/c Upto 12 mm size 1 Camp Chhiderwalag 4" Angle Grinder 2 Camp Chhiderwalah 7" Angle Grinder 4 Camp Chhiderwala

30 a 1.7 cum Wheel Loader 1 Camp Chhiderwala31 a 30 cum Schwing Stetter Batching Plant 1 Camp Lal Tappar

b 100 ton Cement Silo 1 Camp Lal Tapparc 30 TPH Screw Pump 1 Camp Lal Tappard 125 KVA DG Set 1 Camp Lal Tappare 6 cum Transit Mixer 4 Camp Lal Tapparf 80 ton Weigh Bridge 1 Camp Lal Tappar

32 a 20 ton Excavator 1 Camp Lal Tapparb 14 cum hyva tipper 4 Camp Lal Tapparc 165 hp Dozer Crawler 1 Camp Lal Tappar

33 a 10 ton Soil Compactor 1 Camp Lal Tapparb 10 ton Tandem Roller 1 Camp Lal Tappar

34 a 1.0/ 0.22 cum Loader Excavator 1 Camp Lal Tappar35 a 400 Amp Diesel Welding Generator 1 Camp Lal Tappar

b 400 Amp Welding Transformer 4 Camp Lal Tapparc 600 Amp Welding Transformer 1 Camp Lal Tappar

36 a 1 Camp Lal Tappar

b 125 KVA DG Set for Fabrication Works 1 Camp Lal Tapparc Bar Bending Machine 42 mm bar size 2 Camp Lal Tappard Bar Cutting Machine 42 mm bar size 2 Camp Lal Tappare Pillar Drill M/c Upto 42mm bore size 1 Camp Lal Tapparf Hand Drill m/c Upto 12 mm size 1 Camp Lal Tapparg 4" Angle Grinder 2 Camp Lal Tapparh 7" Angle Grinder 4 Camp Lal Tappar

37 a 1.7 cum Wheel Loader 1 Camp Lal Tapparf Thermic Oil Heater 5lac kcal/hr 1 Camp Lal Tapparg Bitumen Tanker 30 Ton Cap 6 Camp Lal Tapparf 12 kl Diesel Water Tanker 6 Road Worksg Tractor Compressor 2 Road Worksh Mechanical Broomer with tractor 2 Road Worksi Bitumen Distributor 2 Road Worksj 5.5 mtr Bitumen sensor Paver 1 Road Works

125 KVA DG set for Main Office / Casting Yard Lighting / Lab/WorkShop

125 KVA DG set for Main Office / Casting Yard Lighting / Lab/WorkShop

Sl No Equipment Description Required Base Location Remarks

k 9.5 mtr.Bitumen sensor Paver 1 Road Worksn Bitumen Cutter 4 Road Workso Kerb Casting M/c 2 Road Worksp 1.0/0.22 cum Loader Excavator 2 Road Worksz Frequency Invertor 4 oulet 4 Structure Worksaa Frequency Invertor 2 oulet 4 Structure Worksab 57 mm Motor in Head Poker Needle 8 Structure Worksac 42 mm motor in head poker needle 8 Structure Worksad 3 HP MK-7 Vibrator 10 Structure Worksae 40 mm Needle with Core 20 Structure Worksaf 25 mm needle with core 20 Structure Worksah 100 mtr.concrete pipeline accessories 4 Structure Worksaj 250 ton 150 mm stroke Hydraulic jack 12 Structure Works

ak 4 Structure Works

al 2 Structure Worksam Tractor Trolley 3 Structure Works

an 4 Structure Worksao 62.5 HP Vacuum Dewatering Pump 3 Structure Worksap Well Point & Jetting System set 3 Structure Worksaq 15 HP Sludge Pump ( Make: Modi) 6 Structure Worksar 7.5 HP diiesel engine primed Kirloskar SP3L Pump 4 Structure Worksas 1.5 HP KSB Make Submersible Pump 6 General Worksat 3.0 HP KSB Make Submersible Pump 4 General Worksau 5.0 HP KSB Make Submersible Pump 4 General Worksav 1.0 HP Tullu Pump 10 General Worksaw 3.0 HP Kirloskar Water Pump 5 General Worksax 5.0 HP Kirloskar Water Pump 5 General Worksay 7.5 HP Kirloskar Water Pump 5 General Worksaz WorkShop Tool Kit - Major 4 General Worksba WorkShop Tool Kit - Minor 4 General Worksbb Electrical Kit 20 General Worksbc WorkShop Running Repairs Kit 6 General Worksbd 4 Lights Lighting Mast 10 General Works

7.5 HP Power Pack 100 bar /15lpm & 700 bar/1.5lpm with4inlet+4 Outlet with slow releasing option5HP Power Pack 100 bar /15lpm & 700 bar/1.5lpm with4inlet+4 Outlet with slow releasing option

5 kl water Tanker with Kirloskar KDS 850++ Water Pump with diesel engine

ANNEXURE-IMUSTER ROLL-A

Sl. No. Name Rank Rate

Dec/10 Total Amount

A Muster Roll (w/o O.T)

1 Jitendra Kumar Survey Helper 5200 1 52002 Gopal Alley Survey Helper 5000 1 50003 Deepak Thapa Survey Helper 5000 1 50004 Bhagat Singh Survey Helper 5000 1 50005 Dinesh Negi Survey Helper 5000 1 50006 Rakesh Negi Survey Helper 5000 1 50007 Ramesh Kumar Survey Helper 5000 1 50008 Hem Prakash Survey Helper 5000 1 50009 Arvind Bhatt Survey Helper 5000 1 5000

10 Omkar Singh Lab Healper 5000 1 500011 Rajesh Bhatt Astt Computer Optr 7000 1 700012 Mohd Sanaul Mustafa Fabricator 17000 1 1700013 Annam Sethi Plumber 12000 1 12000

86200MUSTER ROLL-B

14 Gopal Singh Office Boy 4500 1 450015 Rakesh Office Boy 4000 1 400016 Manoj Cook 5000 1 500017 Kaushal Cook 5000 1 500018 Yogesh Cook Helper 4500 1 450019 Neeraj Sweeper 1500 1 150020 Vinod Cook Helper 4500 1 450021 Rajesh Kumar Cook Helper 4500 1 450022 Ravi Cook 5000 1 500023 Anil Kumar Gill Time keeper 7000 1 700024 Devender singh superwiser 6500 1 650025 Jitendra Mishra Store helper 8000 1 800026 Surender cook 5000 1 500027 Vivek kumar Sweeper 3500 1 3500

68500

Package-1: Km 61.700 to Km 72.000 (Shamirpet - Keesara)ABSTRACT OF EQUIPMENT REQUIRED FOR THE PROJECT

S. no Description of Machine Purpose capacity output unit Cost of Equipment hours worked

1 Air Compressor General Purpose 170/250 hour 400,000.00 12,825.22 5.00

2 Concrete Mixing cum/hour 20 hour 3,000,000.00 20,955.05 14.00

3 Concrete Mixing cum/hour 13 hour 2,300,000.00 2,645.69 14.00

4 Bitumen Pressure Distributor sqm/hour 1750 hour 4.00 4.00 4.00

5 Bitumen Boiler oil fired Bitumen Spraying 1500 hour 300,000.00 - 4.00

6cum / hour 20 hour

- - 14.00

7Pumping of concrete cum / hour 33 / 22 hour

2,000,000.00 21,059.37 5.00

8 Concrete Bucket For Pouring concrete 1 hour - - 5.00

9Concrete Mixing cum/hour 2.5 hour

450,000.00 13,311.52 4.00 10 Concrete Mixer (b) 1 cum Concrete Mixing cum/hour 7.5 hour 450,000.00 - 4.00 11 Crane (a) 80 tonnes Lifting Purpose hour 17,500,000.00 - 14.00 12 Cranes b) 35 tonnes Lifting Purpose hour 9,000,000.00 - 8.00 13 Cranes c) 3 tonnes Lifting Purpose hour 1,200,000.00 30.00 6.00

14 Dozer D - 80 - A 12 cum/hour hour 4,000,000.00 146,270.94 14.00

15 Dozer D - 50 - A 15 cum/hour hour 3,500,000.00 - 14.00

16 sqm/hour 1750 hour 400,000.00 5,142.05 5.00

17 cum/hour 60 /25 hour 2,600,000.00 85,900.88 10.00 18 Generator (a) 125 KVA KVA 100 hour 650,000.00 43,960.34 14.00 19 Generator( b) 63 KVA KVA 50 hour 600,000.00 3,262.80 8.00 20 Generator 82.5 KVA WMM Plant KVA 50 hour 600,000.00 3,262.80 8.00 20 GSB Plant 50 cum Producing GSB cum/hour 40 hour 4,000,000.00 - 14.00

21 cum/hour 40 hour 19,000,000.00 978.97 660.00

22 cum/hour 30 hour 19,000,000.00 - 660.00

23 cum/hour 25 hour 19,000,000.00 19,589.23 660.00

24 cum/hour 17 hour 19,000,000.00 - 660.00 25 Hydraulic Chip Spreader Surface Dressing sqm/hour 1500 hour - - 5.00

26 cum/hour 60 /60 /60 hour 4,600,000.00 96,173.81 5.00

27 Crushing of Spalls TPH 100 hour - - 25.00

28 Crushing of Spalls TPH 200 hour - - 25.00

29 Kerb Casting Machine Kerb Making Rm/hour 80 hour 800,000.00 5,879.32 4.00

30 Mastic Cooker Mastic Wearing coat 1 hour 100,000.00 - 10.00

31 Surface Cleaning sqm/hour 1250 hour 2,200,000.00 9,834.09 10.00

32 Motor Grader 3.35 mtr blade cum/hour hour 6,200,000.00 66,451.38 14.00

33 Mobile slurry seal equipment sqm/hour 2700 hour - - 10.00

34cum/hour 40 hour

12,000,000.00 19,797.87 20.00

35 cum/hour 40/30 hour 3,750,000.00 19,886.25 20.00

36 Rm/hour 2 to 3 hour 22,000,000.00 - 15.00 37 Pneumatic Road Roller cum/hour 25 hour 3,000,000.00 - 6.00 38 Pneumatic Sinking Plant cum/hour 1.5 to 2.00 hour - - 12.00

Design, Engineering, Construction, Development, Finance, Operate,and Maintenance 4 laning of Haridwar - Dehradun section from km 211.000 to km218.200 of NH-58 and km 165.000 to km

196.825 of NH-72 on DBFOT (Annuity) basis in the state of Uttarakhand.

Diesel consumption

capacity in cfm

Batching and Mixing Plant (a) 30 cum capacityBatching and Mixing Plant (b) 15 - 20 cum capacity

Applying bitumen tack coat

capacity in litre

Concrete Paver Finisher with 40 HP Motor

Paving of concrete surface

Concrete Pump of 45 & 30 cum capacity

capacity in cum

Concrete Mixer (a) 0.4/0.28 cum

Spreading /Cutting / Clearing

300/ 150/250

Spreading /Cutting / Clearing

200/ 120/150

Emulsion Pressure Distributor

Applying emulsion tack coat

Front End loader 1 cum bucket capacity

Soil loading / Aggregate loadingGenration of electric EnergyGenration of electric Energy

Hotmix Plant - 120 TPH capacity

DBM/BM/SDC/ Premix

Hotmix Plant - 100 TPH capacity

DBM/BM/SDC/ Premix

Hotmix Plant - 60 to 90 TPH capacity

DBM/BM/SDC/ Premix

Hotmix Plant - 40 to 60 TPH capacity

DBM/BM/SDC/ Premix

Hydraulic Excavator of 1 cum bucket

Soil Ordinary/Soil Marshy / Soil Unsuitable

Integrated Stone Crusher 100THPIntegrated Stone Crusher 200 HP

capacity in tonne

Mechanical Broom Hydraulic

Clearing /Spreading /GSB /WBM

200/200/50/50

Mixing and laying slurry seal

Paver Finisher Hydrostatic with sensor control 100 TPH

Paving of DBM/ BM/SDC/ Premix

Paver Finisher Mechanical 100 TPH

Paving of WMM /Paving of DLC

Piling Rig with Bantonite Pump

0.75 m dia to 1.2 m dia Boring attachmentRolling of Asphalt SurfacePneumatic Sinking of wells

39 Pot Hole Repair Machine Repair of potholes cum/hour 4 hour - - 4.00

40 hour 200,000.00 198.94 2.00 41 Ripper Scarifying cum/hour 60 hour - - 6.00 42 Rotavator Scarifying cum/hour 25 hour - - 6.00 43 Road marking machine Road marking Sqm/hour 100 hour 200,000.00 - 3.00

44 cum/hour 70/25 hour 1,200,000.00 13,369.32 4.00 45 Tandem Road Roller cum/hour 30 hour 2,600,000.00 13,369.32 9.00

46 Tipper - 5 cum 5.5 km 1,400,000.00 - 5.00

47 Tipper - 5 cum 5.5 tonne.km 1,400,000.00 - 5.00

48 Tipper - 5 cum 5.5 hour 1,400,000.00 5,879.32 5.00 49 Transit Mixer 4.0/4.5 cum cum/hour 4.5 hour 2,250,000.00 52,387.63 10.00 50 Transit Mixer 4/4.5 cum cum/hour 4.5 tonne.km 2,250,000.00 - 10.00 51 Transit Mixer 3.0 cum cum/hour 3 hour 2,250,000.00 - 7.00 52 Transit Mixer 3.0 cum cum/hour 3 tonne.km 2,250,000.00 - 7.00

53 Tractor Pulling 50 hour 450,000.00 22,186.18 5.00 54 Tractor with Rotevator hour 450,000.00 - 5.00 55 Tractor with Ripper hour 450,000.00 - 6.00

56 Truck 5.5 cum per 10 tonnes Material Transport 4.5 km 1,000,000.00 - 5.00

57 Truck 5.5 cum per 10 tonnes Material Transport 4.5 hour 1,000,000.00 5.00 5.00

58 Truck 5.5 cum per 10 tonnes Material Transport 4.5 tonne.km 1,000,000.00 - 6.00 59 Vibratory Roller 8 tonne cum/hour 100/60/60 hour 2,600,000.00 113,282.89 10.00

60 Water Tanker Water Transport 6 hour 1,800,000.00 352,017.26 6.00

61 Water Tanker Water Transport 6 km 1,450,000.00 - 6.00 62 Wet Mix Plant 60 TPH Wet Mix cum/hour 25 hour 750,000.00 - 12.00 63 Light mast 25 hour 750,000.00 - 63 Description of Machine Unit - - - 64 Air compressor with pneumatic chisel attachment for cutting hard clay. hour - - 5.00 65 hour 19,000,000.00 20,568.19 18.00 66 Belt conveyor system hour - - 7.00 67 Boat to carry atleast 20 persons hour - - 6.00 68 Cement concrete batch mix plant @ 175 cum per hour (effective output) hour 90,000,000.00 104.33 20.00 69 Cement concrete batch mix plant @ 75 cum per hour hour 60,000,000.00 104.32 16.00 70 Cold milling machine @ 20 cum per hour hour - - 8.00 71 Crane 5 tonne capacity hour - - 5.00 72 Crane 10 tonne capacity hour - - 6.00 73 Crane 15 tonne capacity hour - - 6.00 74 Crane 20 tonne capacity hour - - 7.00 75 Crane 40 T capacity hour - - 8.00 76 Crane with grab 0.75 cum capacity hour - - 7.00 77 Compressor with guniting equipment along with accessories hour - - 2.00 78 hour - - 12.00 79 Epoxy Injection gun hour - - 3.00 80 Generator 33 KVA hour 400,000.00 5,878.11 5.00 81 Generator 100 KVA hour 600,000.00 21,059.37 9.00 82 Generator 250 KVA hour 1,100,000.00 20,672.52 25.00 83 Generator 500 KVA hour 1,100,000.00 20,672.52 25.00 83 hour - - 8.00 84 Joint Cutting Machine with 2-3 blades (for rigid pavement) hour 400,000.00 208.65 4.00 85 Jack for Lifting 40 tonne lifting capacity. day - - 2.00 86 Piling rig Including double acting pile driving hammer (Hydraulic rig) hrs - - 14.00 87 Plate compactor hour 40,000.00 5,661.80 1.50 88 Snow blower equipment 140 HP @ 600 cum per hour hour - - 5.00 89 Texturing machine (for rigid pavement) hour - 208.65 6.00 90 Truck Trailor 30 tonne capacity hour - - 6.00 91 Truck Trailor 30 tonne capacity t.km - - 6.00 92 Tunnel Boring machine hour - - 7.00 93 Vibrating Pile driving hammer complete with power unit and accessories. hour - - 14.00 94 Wet Mix Plant 120 TPH hour 1,450,000.00 - 14.00 95 Wet Mix Plant 75 TPH 1,450,000.00 45,851.07 12.00 96 Grouting pump with agitator 200,000.00 79.58 3.00

Prestressing Jack with Pump & access

Stressing of steel wires/stands

Smooth Wheeled Roller 8 tonne

Soil Compaction /BM CompactionRolling of Aspalt SurfaceTransportation of soil, GSB, WMM, Hotmix etc.

Capacity in cum

Transportation of soil, GSB, WMM, Hotmix etc.

Capacity in cum

Transportation of soil, GSB, WMM, Hotmix etc.

Capacity in cum

Transportation of Concrete Mix to siteTransportation of Concrete Mix to siteTransportation of Concrete Mix to siteTransportation of Concrete Mix to site

capacity in HP

Rate of Tractor + RotevatorRate of Tractor 6+ Ripper

capacity/cum

capacity/cum

capacity/cum

Earth or soil / GSB / WBM

capacity in KL

capacity in KL

Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour

Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour.

Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.

M/S ERA INFRA ENGINEERING LIMITED

NAME OF PROJECT: DHPL 9.09 ROW MATERIAL REQUIREMENT STATEMENT FOR THE MONTH OF Apr' 2011 Qty. as per Approved Design.

Item No. Description Unit AGGREGATE 40mm (MT) AGGREGATE 20mm (MT) AGGREGATE 10mm (MT) STONE DUST (MT) COURSE SAND (MT) Bitumen (MT ) FO (Litre ) Diesel(HSD) Emulsion - SS (MT) Emulsion - RS (MT) CEMENT (BAG ) ADMIXTURE (MT) CRMB STEEL (MT) HT Strand Remarks

S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty.1 GSB Cum 0 - 1 0 1.25 02 WMM Cum 0 - 0.35 0 0.18 0 0.17 0 0.25 0 1.45 03 BM Cum 0 - 0.44 0 0.34 0 0.19 0 0.030 0 5.000 0 3.50 04 DBM-2 Cum 0 - 0.39 0 0.15 0 0.41 0 0.043 0 5.000 0 3.50 0 0.12 05 DBM-1 Cum 0 - 0.45 0 0.10 0 0.20 0 0.25 0 0.043 0 5.000 0 3.50 0 0.12 06 BC+SDBC Cum 0 - 0.62 0 0.33 0 0.05 0 5.000 0 3.50 0 0.14 07 Prime Coat EMULSION - SS Sqm 0 - 16.00 0 1 08 Tack Coat - EMULSION - RS Sqm 0 - 16.00 0 1 09 HUME PIPE - 300 mm Dia. Mtr. - 1 0

10 HUME PIPE - 900 mm Dia. Mtr. 1 011 HUME PIPE - 1000 mm Dia. Mtr. 0 - 1 012 HUME PIPE - 1200 mm Dia. Mtr. - 1 013 R/F Steel MT 100 100.00 1.00 100 1 10014 HT Strand MT 0 - 1 015 M15-cum Cum 0 - 0.870 0 0.469 0 0.701 0 1.50 0 5.50 0 0.0028 016 M20 -Kerb Cum 0 - 0.610 0 0.611 0 0.793 0 2.70 0 6.20 0 0.0031 017 M25 Cum 900 900.00 0.744 670 0.496 446 0.650 585 2.70 2430 7.40 660 0.0041 418 M30 Cum 0 - 0.720 0 0.480 0 0.629 0 2.70 0 8.20 0 0.0045 019 M35 Cum 0 - 0.782 0 0.421 0 0.630 0 2.70 0 8.40 0 0.0046 020 M35 (Pile ) Cum 0 - 0.782 0 0.421 0 0.630 0 3.00 0 8.40 0 0.0050 021 M35 (RE Panel ) Cum 0 - 0.782 0 0.421 0 0.631 0 3.00 0 8.40 0 0.0061 022 M40 Cum 0 - 0.730 0 0.486 0 0.583 0 3.00 0 9.00 0 0.0059 023 M50 Cum 0

Total Theoretical Requirement 0 0 670 446 0 585 0 0 2530 0 0 660 4 0 100 0 0 0 0

Rate 400 475 475 475 475 400 33500 32 37 30000 30000 180 31000 33440 35000 1400 6000 4500 4800

0 0 0 0 318060 0 212040 0 0 0 234000 0 0 0 0 0 93610 0 0 0 0 0 118800 0 113553 0 0 3500000 0 0 0 0 0 0 0 0 4590063

Budget Qty.in (MT/cum)

GSB (MT )

Hume Pipe-300mmDia (Mtr)

Hume Pipe-900mmDia (Mtr)

Hume Pipe-1000mmDia (Mtr)

Hume Pipe-1200mmDia (Mtr)

31091.5888Description Unit Rate Amount Material rate Labour rate P&M rate Operational rate Total rate Quantity

EXCAVATION2.01 Excavation Excavation Cum 181,412 39 - 181,412 5.01 Excavation Excavation Cum 45,081 42 1893402 - 45,081

Excavation Excavation Cum 13,446 42 564732 - 13,446

Excavation Excavation Cum 13,968 42 586656 - 13,968

Excavation Excavation Cum 13,245 42 556290 - 13,245

8.01 Excavation Excavation cum 1,560 39 - 1,560 10.06 Earthwork Excavation Cum 5,480 39 0 5,480 11.20 Excavation Excavation cum 6,608 39 6,608

280,800

2.02 Embankment Embankment Cum 408,764 135 139.18 408,764 2.03 Embankment Embankment Cum 115,450 39 0.60 115,450 11.22 Filling Embankment cum 1,680 135 1,680 12.20 Filling Embankment cum 2,156 135 2,156 13.15 Filling Embankment cum 4,815 135 4,815 2.04 Sub Grade Embankment Cum 321,270 138 139.18 321,270 2.05 Sub Grade Embankment Cum 76,923 39 139.18 76,923 8.03 Sub Grade Embankment Cum 6,924 138 139.18 6,924 11.23 Sub Grade Embankment cum 16,520 138 139.18 16,520 12.21 Sub Grade Embankment cum 2,928 138 139.18 2,928 13.16 Sub Grade Embankment cum 4,815 138 139.18 4,815

2.06 Embankment Cum 99,218 138 0.60 99,218

8.04 Embankment Cum 1,560 138 1,560

1,063,023 GRANULAR SUB-BASE

3.01 GSB GSB Cum 235,899 869 - 0 0 0 0 235,899 8.05 GSB GSB cum 8,115 869 - 8,115 11.24 GSB GSB cum 5,066 869 - 5,066

Work BOQ

at Haridwar-Dehradun Sectio

n from km

211+000 to km

218+200 of NH -

58 and from km

165.000 to km

196.825 of NH-72

Month

wise Material

calculationItem No.

Total Quantity

(6A) 6.01(6B) 6.01(6C) 6.01

TOTAL

EXCAVATION

EARTH

WORK

Median filling & IslandMedian filling & Island

TOTAL

EARTH

WORK

12.22 GSB GSB cum 473 869 - 473 13.17 GSB GSB cum 1,638 869 - 1,638

251,191 TOTAL GSB

3.02 WMM WMM Cum 161,984 1176 - 161,984 8.06 WMM WMM Cum 6,493 1176 - 6,493 11.25 WMM WMM cum 3,040 1176 - 3,040 12.23 WMM WMM cum 455 1176 - 455 13.18 WMM WMM cum 1,449 1176 - 1,449

173,421 TOTAL GSBPRIME COAT 43

4.01 Prime coat Prime coat Sqm 538,251 27 - 538,251 8.07 Prime coat Prime coat Sqm 25,974 27 - 25,974 11.26 Prime coat Prime coat Sqm 20,264 27 - 20,264 12.24 Prime coat Prime coat sqm 1,820 27 - 1,820 13.19 Prime coat Prime coat sqm 6,300 27 - 6,300

592,609 TOTAL GSBTACK COAT 43

Tack coat 2.5 Sqm 507,768 8 - 507,768

Tack coat 2.5 Sqm 28,439 8 28,439

11.27 Tack coat 2.5 Sqm 20,264 8 20,264

12.25 Tack coat 2.5 Sqm 3,640 8 3,640

13.2 Tack coat 2.5 sqm 12,600 8 12,600

Tack coat 2.0 Sqm 1,359,040 7 - 1,359,040

Tack coat 2.1 Sqm 28,439 7 28,439

1,960,190 TOTAL GSB4.03 BM BM Cum 4,179 4832 - 4,179

TOTAL GSBDBM4.04 DBM DBM Cum 63,820 5359 #REF! 63,820 8.09 DBM DBM Cum 3,679 5359 #REF! 3,679 11.28 DBM DBM cum 2,026 5359 #REF! 2,026 12.26 DBM DBM cum 237 5359 #REF! 237

TOTAL

GSBWMM

TOTAL

WMM

TOTAL

PRIME

COAT4.02 (a)

Tack coat @ 2.5kg/10 sqm

8.08 (a)

Tack coat @ 2.5kg/10 sqmTack coat @ 2.5kg/10 sqmTack coat @ 2.5kg/10 sqmTack coat @ 2.5kg/10 sqm

4.02 (b)

Tack coat @ 2 kg/10 sqm

8.08 (b)

Tack coat @ 2 kg/10 sqm

TOTAL

TACK

COAT

TOTAL BM

13.21 DBM DBM cum 819 5359 #REF! 819 70,581 TOTAL GSB

BC4.05 BC BC Cum 26,199 6326 26,199 8.10 BC BC Cum 1,305 6326 1,305 11.29 BC BC cum 1,013 6326 1,013 12.27 BC BC cum 91 6326 91 13.22 BC BC cum 315 6326 315

28,923 TOTAL GSBDLC4.06 DLC M15 Cum 2,520 2337 - 2,520

TOTAL GSBPQC4.07 PQC M35 Cum 5,040 3882 #REF! 5,040

TOTAL GSBKERB

8.12 Kerb Kerb rmt 300 227 300 Kerb Kerb LM 65,240 227 152.79 65,240

11.30 Kerb Kerb meter 918 245 34,055.00 918 12.28 Kerb Kerb Rmt 520 245 34,055.00 520 13.23 Kerb Kerb meter 1,440 245 34,055.00 1,440

TOTAL GSB10.07 M15 M15 Cum 836 27173 - 836 10.08 M 25 M25 Cum 5,261 3054 2,455.77 5,261

RE Wall Sqm 51,027 2667 51,027

RE filling Cum 593,445 170 - 593,445

- -

- -

BILL No. 5- CROSS DRAINAGE WORKS (Culverts) 0

5.05 M15 M15 cum 3,603 2718 9792954 3,603 M20

cum 10,014 2928 29320992 10,014

M25cum 1,475 3054 4504650 - 1,475

TOTAL

DBM

TOTAL BC

TOTAL

DLCTOTAL

PQC

9.01 a)

TOTAL

KERB

10.09 a)

10.0 b)

Total Carried to Page Collection

5.06.a)

Plain Cement

Concrete M-20 grade

5.06.b)

Reinforced Cement Concrete of M-25 grade

M25cum 3,089 3077 9504853 - 3,089

M30cum 1,718 3268 5614424 - 1,718

Steel R/F Tonne 125 38804 4850500 515.31 125

steel R/F Tonne 263 39155 10297765 263

Steel R/F Tonne 310 39506 12246860 - 310

5.09M30

cum 1,927 3245 6253115 1,927

5.21 Nos. -

BILL NO. (6A) : Bridges / Flyovers/ UpsBack Filling Cum 3,334 170 566780 3,334

M-15 PCC M15Cum 679 2717 1844843 2,784.07 679

M-15 PCC M15Cum 295 2717 801515 295

M-15 PCC M15Cum 520 2717 1412840 520

M-25 PCC M25Cum 4,537 3054 13855998 4,537

Pile Pile Rmt 1,120 6898 7725760 - 1,120

Steel in pile R/F MT 130 130 M-30 RCC M30

Cum 29,401 3245 95406245 29,401

5.06.c)

Reinforced Cement Concrete of M-25 grade

5.06.d)

Reinforced Cement Concrete of M-30 grade

5.07 a)

5.07 b)

5.07 c)

Reinforcement cement concrete of M-30 gradeProviding Pillar for inscribing structure number as per T.S. 800.

(6A) 6.02(6A) 6.04 a)

(6A) 6.04 b)

(6A) 6.04 c)

(6A) 6.04 d)

(6A) 6.05

(6A) 6.06 a)

M-35 RCC M35Cum 655 3371 2208005 655

Steel R/FMT 371 38804 14396284 371

Steel R/FMT 882 39155 34534710 882

steel R/FMT 1,112 39155 43540360 1,112

Steel R/FMT 790 39857 31487030 80,503.91 790

Steel R/FMT 821 39974 32818654 - 821

Steel R/FMT 159 39506 6281454 - 159

M-30 RCC M30Cum 2,928 3245 9501360 2,928

M-35 RCC M35Cum 7,939 3394 26944966 7,939

M-40 RCC M40Cum 5,951 3532 21018932 - 5,951

M-40 RCC M40 Cum 5,643 3532 19931076 5,643

HT STRANDMT 387 100872 39037464 387

Sqm 11,977 438 5245926 11,977

Sqm 11,977 521 6240017 11,977

(6A) 6.06 b)

(6A) 6.07 (a)

(6A) 6.07 (b)

(6A) 6.07 c)

(6A) 6.07 d)

(6A) 6.07 e)

(6A) 6.07

f)(6A) 6.08 b)

(6A) 6.09 b)

(6A) 6.10 b)

(6A) 6.11(6A) 6.12 b)

High Tensile Steel strands of 19 T 13 cables

(6A) 6.13 a)

25mm thick mastic

asphalt (6A) 6.13 b)

40mm thick asphalt

concrete

Drainage spouts Nos 573 2060 1180380 573

Tar Paper Bearing sqm 64 37 2368 64

M-15 PCC M15 Cum 145 2717 393965 145

M-30 RCC M30 Cum 284 3245 921580 284

M-40 RCC M40Cum 2,655 3649 9688095 2,655

BILL NO. (6B) : Underpasses 167Back Filling Cum 614 170 104380 614

M-15 PCC M15Cum 575 2717 1562275 575

Pile Pile Rmt 12,900 6898 88984200 12,900

M-35 RCC M35Cum 7,590 3371 25585890 7,590

Steel in pile R/F MT 1,496 Steel R/F

MT 938 38804 36398152 938

Steel R/FMT 2,561 39155 100275955 2,561

Steel R/FMT 2,647 39857 105501479 2,647

Steel R/FMT 2,017 39974 2,017

Steel R/FMT 461 39506 18212266 461

(6A) 6.14(6A) 6.15 a)

(6A) 6.20(6A) 6.21(6A) 6.25 b)

(6B) 6.02(6B) 6.04 a)

(6B) 6.05(6B) 6.06 b)

(6B) 6.07 a)

(6B) 6.07 b)

(6B) 6.07 c)

(6b) 6.07 d)

(6B) 6.07 e)

M-30 RCC M30Cum 271 3245 879395 271

M-35 RCC M35Cum 18,292 3394 62083048 18,292

M-40 RCC M40Cum 19,440 3532 68662080 19,440

M-40 RCC M40 Cum 20,163 3532 71215716 20,163

HT STRANDMT 1,055 100872 106419960 1,055

Sqm 40,249 438 17629062 40,249

Sqm 40,249 521 20969729 40,249

M-15 PCC M15 Cum 116 2717 315172 116

M-30 RCC M30 Cum 231 3245 749595 231

Rmt 7,689 3649 28057161 7,689

Back Filling Cum 3,263 170 554710 3,263

M-15 PCC M15Cum 250 2717 679250 250

Pile Pile Rmt 1,680 6898 11588640 1,680

M-35 RCC M35Cum 1,153 3371 3886763 1,153

Steel in Pile R/F MT 195

(6B) 6.08 b)

(6B) 6.09 b)

(6B) 6.10 b)

(6B) 6.11(6B) 6.12 b)

High Tensile Steel strands of 19 T 13 cables

(6B) 6.13 a)

Mastic Asphalt

(25mm thick)

Mastic Asphalt

(25mm thick)(6B) 6.13 b)

Mastic Asphalt

(40mm thick)

Mastic Asphalt

(40mm thick)(6B) 6.17(6B) 6.18(6B) 6.22 a)

M40 grade in long

high crash barrier

(6C) 6.02(6C) 6.04 a)

(6C) 6.05(6C) 6.06 b)

Steel R/FMT 168 38804 6519072 168

Steel R/FMT 138 38804 5354952 138

Steel R/F MT 204 39155 7987620 204

Steel R/FMT 224 39974 8954176 224

Steel R/F MT 39 39506 1540734 39

M-30 RCC M30Cum 1,402 3245 4549490 1,402

M-35 RCC M35Cum 2,951 3394 10015694 2,951

M-30 RCC M30Cum 559 3280 1833520 559

M-40 RCC M40Cum 914 3532 3228248 914

M-40 RCC M40 Cum 2,243 3532 7922276 2,243

MT 124 100872 12508128 124

Sqm 2,183 438 956154 2,183

Sqm 2,183 521 1137343 2,183

M-15 PCC M15 Cum 27 2717 73359 27

M-30 RCC M30 Cum 54 3245 175230 54

(6C) 6.07 a)

(6C) 6.07 b)

(6C) 6.07 c(6C) 6.07 d)

(6C) 6.07 e(6C) 6.08 b)

(6C) 6.09 b)

(6C) 6.10 a)

(6C) 6.10 b)

(6C) 6.11(6C) 6.12 b)

High Tensile Steel strands of 19 T 13 cables

(6C) 6.13 a)

Mastic Asphalt

(25mm thick)(6C) 6.13 b)

Mastic Asphalt

(40mm thick)(6C) 6.17(6C) 6.18

M-40 RCC M40Cum 645 3649 2353605 645

(6C) 6.32Steel girder MT 32 74894 2396608 32 7.01 Excavation cum 10,250 42 430500 - 10,250 7.02 M-15 PCC M15 cum 148 2718 402264 148

RCC M-25 for Fds of dM25 cum 492 3054 1502568 492

RCC M-25 for Sub strucM25 cum 820 3077 2523140 820

RCC M-25 for cover slaM25 cum 197 3100 610700 197

Steel R/F MT 37 38804 1435748 37

Steel R/F MT 69 39155 2701695 69

Steel R/F MT 14 39506 553084 14

7.08 M-15 M15 RMT 1,060 544 576640 1,060 7.11 Toe drains RMT 10,894 720 7843680 10,894 10.07 M-15 PCC M15 Cum 836 2717 2271412 - 836 10.08 M-25 RCC M25 Cum 5,261 3054 16067094 - 5,261

RE Wall RE Wall Sqm 51,027 2667 136089009 51,027

(6C) 6.22 b)

7.03 a)

7.03 b)

7.03 c)

7.04 a)

7.04 b)

7.04 c)

10.09 a)

DEHRADUN-HARIDWAR HIGHWAYS PROJECT

Major items

SN Description Unit

1 M15 Cum 11,610 20,126,489 2,784 - - - - 11,610 2 M20 Cum 10,014 29,320,992 - - - - - 10,014 3 M25 Cum 21,132 48,569,003 2,456 - - - - 21,132 4 M30 Cum 38,775 125,883,954 - - - - - 38,775 5 M35 Cum 43,620 130,724,366 #REF! - - - - 43,620 6 M40 Cum 57,654 204,020,028 - - - - - 57,654 7 RE WALL Sqm 51,027 136,089,009 - - - - - 51,027 8 KERB RM 68,418 - 102,318 - - - - 68,418 9 Pile RM 15,700 108,298,600 - - - - - 15,700 10 R/F MT 17,992 485,888,550 81,019 - - - - 16,301 11 HT STRAND MT 1,442 145,457,424 - - - - - 1,442 12 Excavation Cum 280,800 3,601,080 - - - - - 280,800 13 Embankment Cum 1,063,023 - 975 - - - - 1,063,023 14 GSB Cum 251,191 - - - - - - 251,191 15 WMM Cum 173,421 - - - - - - 173,421 16 DBM Cum 70,581 - #REF! - - - - 70,581 17 BM Cum 4,179 - - - - - - 4,179 18 BC Cum 28,923 - - - - - - 28,923 19 Tack coat 2.5 Sqm 572,711 - - - - - - 572,711 20 Tack coat 2.0 Sqm 1,359,040 - - - - - - 1,359,040 21 Prime coat Sqm 592,609 - - - - - - 592,609

Major materials

1 Excavation Cum 280,800 - 3,601,080 - - - - - 280,800

2 Earth from borrow pit Cum 843,223 61,000 (3,540,080) 61,975 61,000 61,000 61,000 61,000 843,223

3 GSB MT 560,156 - - - - - 560,156 4 WMM MT 390,197 - - - - - 390,197 5 Cement Bags 1,740,992 #REF! - - - - 1,740,992 6 Aggregate-20mm MT 154,743 #REF! - - - - 154,743 7 Aggregate-10mm MT 130,560 #REF! - - - - 130,560 8 Coarse Sand MT 143,259 #REF! - - - - 143,259 9 Admixture MT 697 #REF! - - - - 697

Total Quantity

10 Bitumen MT 12,463 #REF! - - - - 12,463 11 R/F MT 17,992 83,450 - - - - 16,790

553.61543 1060.9792 1680.7324 2239.67 2560.7603 3361.67663 3238.59322 3023.62951 2848.2494 2701.92024 2729.998 3620.84558 3138.96853 2149.82987 329.55837

Oct/10 Nov/10 Dec/10 Jan/11 Feb/11 Mar/11 Apr/11 May/11 Jun/11 Jul/11 Aug/11 Sep/11 Oct/11 Nov/11 Dec/11

4,680 10,286 10,286 23,892 23,892 21,769 19,411 14,277 11,774 8,708 8,708 13,334 10,395 - - - 2,254 4,508 6,762 9,016 9,016 6,762 4,508 2,254 - - - - - -

- 1,345 2,017 2,017 2,689 2,017 2,017 1,345 - - - - - - -

- 1,397 2,095 2,095 2,794 2,095 2,095 1,397 - - - - - - -

- 1,325 1,987 1,987 2,649 1,987 1,987 1,325 - - - - - - -

- - 312 312 312 - - - 312 312 - - - - - - - - - 685 685 685 685 685 685 685 685 - - - - - - - - - - - - - - - 3,304 3,304 - 4,680 16,606 21,205 37,065 42,037 37,569 32,957 23,536 15,025 9,705 9,393 14,019 13,699 3,304 - 4,680.43 ### 21,205.01 ### ### 37,569.49 32,957.08 23,536.12 15,024.69 9,704.78 9,392.78 14,018.78 13,698.91 3,304.00 -

46,558 50,319 50,319 41,857 53,507 56,246 14,388 21,542 15,778 13,775 10,383 15,329 18,762 - - 13,150 14,212 14,212 11,822 15,112 15,886 4,064 6,084 4,456 3,891 2,932 4,341 5,288 - - - - - - - - - - - - - - 840 840 - - - - - - - - - - - - - 1,078 1,078 - - - - - - 1,204 - - - - 1,204 1,204 1,204 - - - 12,337 21,268 21,268 21,268 28,432 30,071 43,436 44,721 15,742 8,642 23,581 33,894 16,610 - - 2,954 5,092 5,092 5,092 6,808 7,200 10,400 10,708 3,769 2,069 5,646 8,123 3,969 - - - - 1,385 1,385 1,385 - - - - 1,385 1,385 - - - - - - - - - - - - - - - 8,260 8,260 - - - - - - - - - - - - - 1,464 1,464 - - - - - - 1,204 - - - - 1,204 1,204 1,204 - -

- 6,231 12,948 3,115 6,003 6,003 6,003 9,684 6,568 2,699 6,360 12,888 12,888 7,828 -

- - - - 312 312 312 - - - - 312 312 - -

59,708 86,052 103,839 84,540 102,679 117,479 62,038 91,145 82,231 39,876 34,179 65,890 93,317 40,049 -

- 8,516 13,682 13,682 13,682 13,682 13,611 21,844 23,378 31,469 25,831 31,469 16,560 8,469 - - - - 1,623 1,623 1,623 - - - - 1,623 1,623 - - - - - - - - - - - - - - - 2,533 2,533 -

- - - - - - - - - - - - 237 237 - - - - - - - 273 - - - - 546 273 546 - - 8,515.95 13,682.14 ### ### 15,305.14 13,884.26 21,844.25 23,377.59 31,468.93 27,453.94 33,638.04 19,602.50 11,784.38 -

- - - 10,059 10,059 10,059 10,059 7,273 9,249 10,626 29,092 31,959 23,552 9,994 - - - - - 1,299 1,299 1,299 - - - 1,299 1,299 - - - - - - - - - - - - - - - 1,520 1,520 - - - - - - - - - - - - - 228 228 - - - - - - - 241 - - - - 483 241 483 - - - - ### ### 11,357.81 11,599.21 7,273.08 9,249.29 10,626.15 30,390.93 33,741.14 25,541.38 12,225.01 -

- - - - - 56,086 56,086 18,677 18,677 18,677 41,122 149,688 119,815 59,977 - - - - - 5,195 5,195 5,195 - - - 5,195 5,195 - - - - - - - - - - - - - - - 10,132 10,132 - - - - - - - - - - - - - 910 910 - - - - - - - - 1,050 - - - 2,100 1,050 2,100 - - - - - 5,194.80 61,280.55 61,280.55 19,726.89 18,677.31 18,677.31 46,317.18 156,982.82 ### 73,119.73 -

- - - - - 36,305 36,305 24,322 26,455 35,239 35,239 94,800 100,843 118,716 -

- - - - - 5,688 5,688 5,688 - - - 5,688 - 5,688 -

- - - - - - - - - - - - 10,132 10,132 -

- - - - - - - - - - - - 1,820 1,820 -

12,600 12,601 12,602 12,603 12,604 12,605 12,606 12,607 12,608 12,609 12,610 12,611 12,612 12,613 12,614

- - - - - 97,171 97,171 65,098 70,806 94,317 94,317 253,733 269,905 317,744 -

- - - - - 5,688 5,688 5,688 - - - - 5,688 5,688 -

### ### 12,602.00 ### ### ### 157,458.37 113,402.70 109,868.70 142,165.48 ### 366,831.85 ### 472,400.31 12,614.00 - - - - - 542 899 357 368 - - 898 898 217 - - - - - - 541.60 898.90 357.30 368.17 - - 898.07 898.07 216.89 -

- - - - - 5,859 6,842 4,384 2,419 1,672 4,697 10,001 16,976 10,971 - - - - - - 736 736 736 - - - 736 - 736 - - - - - - - - - - - - - 1,013 1,013 - - - - - - - - - - - - - 119 119 -

- - - - - - - 205 - - - 205 205 205 -

- - - - - - 1,800 1,800 1,850 1,850 896 4,035 6,704 7,265 - - - - - - - - 653 - - - - 326 326 - - - - - - - - - - - - - 507 507 - - - - - - - - - - - - - 46 46 - - - - - - - - 79 - - - 79 79 79 -

- - - - - - - - - - - 1,260 1,260 - -

- - - - - - - - - - - 2,520 2,520 - -

- - - - - 99 99 - - - - 102 - - -

- - - 1,885 3,967 3,967 3,967 6,191 4,312 4,958 9,734 11,711 8,866 5,682 -

- - - - - - - - - - - - 459 459 - - - - - - - - - - - - - 260 260 - - - - - - - 360 - - - - 360 360 360 -

- - - - - 125 125 125 125 167 167 - - - - - - - - - 789 789 789 789 1,052 1,052 - - - -

- - - - - 5,103 5,103 7,654 7,654 7,654 7,654 10,205 - - -

- - - - - 59,345 59,345 89,017 89,017 89,017 89,017 118,689 - - -

- - - - - - - - - - - - - - -

- - - - - - - - - - - - - - -

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

- 180 360 540 721 721 540 360 180 - - - - - -

- 501 1,001 1,001 1,502 1,502 1,502 1,001 1,001 1,001 - - - - -

- 74 148 221 221 221 221 148 148 74 - - - - -

- - 154 309 309 309 463 463 309 309 463 - - - -

- - - 86 172 258 344 344 258 172 86 - - - -

- - 13 19 25 31 25 13 - - - - - - -

- - - 13 26 39 53 53 39 26 13 - - - -

- - - - 16 31 47 62 62 47 31 16 - - -

- - - - 96 193 289 385 385 289 193 96 - - -

- - - - 167 333 500 667 667 500 333 167 - - -

- - 34 68 102 136 136 102 68 34 - - - - -

- - 24 35 59 59 59 - 12 24 24 - - - -

- - - - 52 78 130 130 78 52 - - - - -

- - 227 454 681 907 907 681 454 227 - - - - -

- 168 280 336 336 - - - - - - - - - -

- 19 32 39 39 - - - - - - - - - -

- - 1,470 2,940 4,410 5,880 5,880 4,410 2,940 1,470 - - - - -

- 98 164 197 197 - - - - - - - - - -

- 37 56 74 74 56 37 37 - - - - - - -

- - 44 88 132 176 176 132 88 44 - - - - -

- - - 56 111 111 111 167 167 111 111 111 56 - -

- - - 40 79 79 79 119 119 79 79 79 40 - -

- - - 41 82 82 82 123 123 82 82 82 41 - -

- - - - 8 16 16 16 16 16 16 16 16 24 -

- 146 293 439 586 586 439 293 146 - - - - - -

- - - 397 794 794 794 1,191 1,191 794 794 794 397 - -

- - - - - 298 595 893 1,190 1,190 893 595 298 - -

- - - - - 282 564 846 1,129 1,129 846 564 282 - -

- - - - - 19 39 58 77 77 58 39 19 - -

- - - - - - - - - 1,198 1,797 2,395 2,994 2,395 1,198

- - - - - - - - - 1,198 1,797 2,395 2,994 2,395 1,198

- - - - - - - - 57 86 115 143 115 57 -

- - - - - - - - - 13 19 19 13 - -

- - - - - - - 15 22 29 36 29 15 - -

- - - - - - - 28 43 57 71 57 28 - -

- - - - 133 266 266 266 266 266 266 266 266 398 -

- - - - - 31 61 92 123 123 92 61 31 - -

- - 29 58 86 115 115 86 58 29 - - - - -

1,935 3,225 3,225 3,225 1,290 - - - - - - - - - -

7,590 7,591 7,592 7,593 7,594 7,595 7,596 7,597 7,598 7,599 7,600 7,601 7,602 7,603 7,604

224 374 374 374 150 - - - - - - - - - -

141 235 235 235 94 - - - - - - - - - -

- 384 512 768 512 384 - - - - - - - - -

- - 397 529 794 529 397 - - - - - - - -

- - 303 403 605 403 303 - - - - - - - -

- - - 23 23 46 46 46 46 46 46 46 46 46 -

- 27 68 68 68 41 - - - - - - - - -

- - 1,829 2,744 3,658 4,573 3,658 1,829 - - - - - - -

- - - - 972 1,944 1,944 1,944 2,916 2,916 1,944 1,944 1,944 972 -

- - - - 1,008 2,016 2,016 2,016 3,024 3,024 2,016 2,016 2,016 1,008 -

- - - - 53 106 106 106 158 158 106 106 106 53 -

- - - - - - - 2,012 4,025 6,037 8,050 8,050 6,037 4,025 2,012

- - - - - - - 2,012 4,025 6,037 8,050 8,050 6,037 4,025 2,012

- - - - - - - 12 17 23 29 23 12 - -

- - - - - - - 23 35 46 58 46 23 - -

- - - - - 384 769 1,153 1,538 1,538 1,153 769 384 - -

- - - - - 163 326 489 653 653 489 326 163 - -

- 25 38 38 50 38 38 25 - - - - - - -

- 168 252 336 420 336 168 - - - - - - - -

1,153 1,154 1,155 1,156 1,157 1,158 1,159 1,160 1,161 1,162 1,163 1,164 1,165 1,166 1,167

- 19 29 39 49 39 19 - - - - - - - -

- 25 34 34 34 25 17 - - - - - - - -

- 21 28 28 28 21 14 - - - - - - - -

- 20 31 41 51 41 20 - - - - - - - -

- - - - 11 22 22 22 34 34 22 22 22 11 -

- - - - - 2 4 6 6 6 6 4 4 2 -

- 210 280 280 280 210 140 - - - - - - - -

- - - 148 295 443 590 590 443 295 148 - - - -

- - - - - - 112 168 168 112 - - - - -

- - 46 91 91 91 137 137 91 91 91 46 - - -

- - 112 224 224 224 336 336 224 224 224 112 - - -

- 19 25 25 25 19 12 - - - - - - - -

- - - - - - - - - 218 327 437 546 437 218

- - - - - - - - - 218 327 437 546 437 218

- - - - - - - 3 4 5 7 5 3 - -

- - - - - - - 5 8 11 14 11 5 - -

- - - - - 65 97 129 161 129 65 - - - -

- - - - - 6 10 10 6 - - - - - - - - - 308 820 1,230 1,230 1,230 820 513 513 1,538 1,025 1,025 - - - - 4 12 18 18 18 12 7 7 22 15 15 -

- - - 15 39 59 59 59 39 25 25 74 49 49 -

- - - 25 66 98 98 98 66 41 41 123 82 82 -

- - - 6 16 24 24 24 16 10 10 30 20 20 -

- - - 1 3 4 4 4 3 2 2 6 4 4 -

- - - 2 6 8 8 8 6 3 3 10 7 7 -

- - - 0 1 2 2 2 1 1 1 2 1 1 -

- - - 32 85 127 127 127 85 53 53 159 106 106 - - - - 327 872 1,307 1,307 1,307 872 545 545 1,634 1,089 1,089 - - - - - - 125 125 125 125 167 167 - - - - - - - - - 789 789 789 789 1,052 1,052 - - - -

- - - - - 5,103 5,103 7,654 7,654 7,654 7,654 10,205 - - -

DEHRADUN-HARIDWAR HIGHWAYS PROJECT

Oct-10 Nov-10 Dec-10 Jan-11 Feb-11 Mar-11 Apr-11 May-11 Jun-11 Jul-11 Aug-11 Sep-11 Oct-11 Nov-11 Dec-11

- 205 484 775 1,166 1,542 1,414 1,128 786 591 490 1,499 1,410 121 - - 501 1,001 1,001 1,502 1,502 1,502 1,001 1,001 1,001 - - - - - - 74 529 1,029 1,331 3,197 3,351 3,051 2,609 2,789 2,643 226 151 151 - - 384 2,111 3,813 5,612 7,167 7,204 5,657 3,983 2,157 421 210 57 - - 8,743 8,843 10,740 12,234 13,695 14,563 13,798 12,367 10,393 9,850 9,704 12,079 11,684 8,769 8,771 - - 158 316 2,429 5,186 5,956 6,567 9,002 8,969 6,345 5,543 4,806 2,378 - - - - - - 5,103 5,103 7,654 7,654 7,654 7,654 10,205 - - - - - - 1,885 3,967 4,066 4,426 6,191 4,312 4,958 9,734 12,173 9,945 6,761 - 1,935 3,561 3,757 3,897 2,046 336 168 - - - - - - - - 590 1,548 2,522 3,299 3,189 2,188 1,502 810 709 497 413 394 236 95 - - - - - 53 125 144 164 236 236 164 144 125 53 - 4,680 16,606 21,205 37,065 42,037 37,569 32,957 23,536 15,025 9,705 9,393 14,019 13,699 3,304 - 59,708 86,052 103,839 84,540 102,679 117,479 62,038 91,145 82,231 39,876 34,179 65,890 93,317 40,049 - - 8,516 13,682 15,305 15,305 15,305 13,884 21,844 23,378 31,469 27,454 33,638 19,603 11,784 - - - - 10,059 11,358 11,358 11,599 7,273 9,249 10,626 30,391 33,741 25,541 12,225 - - - - - - 6,594 7,577 5,325 2,419 1,672 4,697 10,941 18,312 13,043 - - - - - - 542 899 357 368 - - 898 898 217 - - - - - - - 1,800 2,531 1,850 1,850 896 4,113 7,661 8,222 - 12,600 12,601 12,602 12,603 12,604 54,598 54,599 42,617 39,063 47,848 47,849 113,099 125,407 148,969 12,614 - - - - - 97,171 97,171 65,098 70,806 94,317 94,317 253,733 269,905 317,744 - - - - - 5,195 61,281 61,281 19,727 18,677 18,677 46,317 156,983 131,906 73,120 -

4,680 16,606 21,205 37,065 42,037 37,569 32,957 23,536 15,025 9,705 9,393 14,019 13,699 3,304 -

59,385 73,803 86,991 51,832 65,000 84,267 33,438 71,966 71,564 34,529 29,143 56,228 83,975 41,102

- 18,991 30,511 34,130 34,130 34,130 30,962 48,713 52,132 70,176 61,222 75,013 43,714 26,279 - - - - 22,633 25,555 25,555 26,098 16,364 20,811 23,909 68,380 75,918 57,468 27,506 - 89,622 113,127 153,631 188,443 224,982 279,479 279,387 258,349 244,581 225,294 180,966 186,425 152,453 97,749 71,922 8,089 10,520 14,501 17,876 21,024 25,538 25,269 22,837 20,636 18,831 15,278 16,276 13,499 8,376 6,457 5,352 6,869 9,481 11,686 14,606 19,367 19,583 18,668 18,419 17,277 13,778 14,028 10,603 6,590 4,295 7,528 9,719 13,347 16,406 19,246 23,588 23,399 21,338 19,431 17,797 14,463 15,105 12,105 7,785 6,009 31 39 55 68 84 108 108 101 97 90 71 70 57 36 25

- - - - - 816 1,213 992 569 441 658 1,911 3,233 2,629 - 607 1,595 2,598 3,398 3,285 2,254 1,547 834 730 512 425 406 244 98 -

ERA INFRA ENGINEERING LIMITED EPC INFRA -II

Project:- DHPLA) MANPOWERSTAFF

S.No. TYPE Present Total Required

P.I. 1A Highway

i AGM/Sr.manager 1Sr. Highway Engr.

ii Supervisor 1B Structures

ii AGM/Sr.manager 1iii Sr.manager 1iv Manager/Dy.Manager 1v SE/PE/RE 1vi AE/JE 1vii AE/JE 1viii DET 1C Precast

i Sr.Manager 1D Mechanical division

i Manager/Dy.Manager 1ii GET.Engineer 1iii Asst manager ( Electrical) 1iv Mech.forman 1v Electrician 1vi Plant Supervisor 1vii Plant Operator 1viii Sr Mechanic 1E Administration

i Dy. Manager 1ii Officer (P&A) 1iii Officer (P&A) 1iv Officer (P&A) 1v Time keeper 1

Computer Operator(IT) 1F Accounts

i Account Officer 1G Stores

i Sr. Store keeper 1ii Store keeper 1iii Asst. Store keeper 1iv Purchaser 1H Quality contral

SR. Mgr 1

i JE 1 2ii Lab-Tech 1I Safety and Security

Asst Security Officer 1J Survey

i Manager 1Sr. Surveyor 1 2

iii Asst. Surveyor 1Jr. Surveyor 1

K Liaisoning

i Liaisoning Officer 1L Planning & Billing

Sr. Manager 1i Dy. Manager 1 1

AE 1 1iii AE 1 1M Miscellaneous

i AE 1ii JE 1iii Supervisor 1

Total

Total 8

C) MATERIALREINFORCEMENT STEEL

S.No. Dia Available Today Required. Qty1 10MM 0.002 12MM 0.003 16MM 0.004 20MM 0.005 32MM 0

Total in MT 0.00 0.00

S.No. TYPE Available Today Required. Qty1 Cement 0.00

Total in Bags 0.00 0.00

S.No. TYPE Available Today Required. QtySand 0

Aggregate 20mm 0

Aggregate 10mm 0Total in MT 0.00 0.00

BRICKS1 BRICKS

Total in Nos. 0.00

Project Incharge

ERA INFRA ENGINEERING LIMITED EPC INFRA -II

Report Dt. -

LABOUR STRENGTH

TYPE

MASON 10 10

45 150CARPENTER 30BAR BENDER 30FEBRICATOR 8 20OTHERS 20PAINTER/SCAFOLD 3 3OPERATOR 10

10TOTAL 66 283

STRUCTURAL STEELS.No. TYPE

1 M.S.FLAT 25x6mm 2 M.S. PLATE 8 mm 3 M.S. PLATE 10mm4 M.S. PLATE 12 mm 5 M.S. PLATE 20mm6 M.S. ANGLE 90x90x67 M.S. ANGLE 75x75x68 M.S. ANGLE 65x65x69 M.S. ANGLE 50x50x610 ISMC 15011 ISMC 12512 ISMC 10013 MS SQ. BAR 50mm

TOTAL

B) EQUIPMENTS

Sr. No. TYPE Available Required Remarks1 Execavator 12 Grader 13 Bachoe Loader 24 Bolero 55 Dozer 16 Soil Compactor 1

Total Qty. 9 2

Labour Present at Site

Required Labour

UNSKILLED LABOUR

SECURITY GUARD/OTHER

Total Requirement

Qty.

PAGE 40 of 79

DHPL Design & Drawing6. Structures

Sr. No. Name of Structure Existing Chainage Plan & Profile Agency GAD Foundation Substructure Superstructure Remarks Action By

1 VUP Raft In House 7/2/2011 15/2/2011 15/2/2011 15/2/2011

2 166.2 open foundation In House To be finalised after revision of P & P

3 167.8 EBL 31/1/2011

4 178.05 Not Available EBL # D+7 # D+15 # D+21 # D+28

5 VUP ( Doiwala by paas) 179.66 Not Available In House - - - - By pass

6 185.8 In House Report Available - - - Same issue as a last week

7 190.050-190.550 Available EBL

8 194.6 Deleted

9 194.540 - 194.940 In House 15/2/2011

10 217.6 Available Vayamtech 17/03/2011

Type of Foundation

Soil Exploration Report

164.177, Location out side project chainage

Mr. S Amirthalingam to confirm about new

location

Available on 17/12/10

Report received in Dec-10

Project starts from Ch. 165. PD NHAI has not yet finalised the

revised location. Target dates are tantative

167/1 Bridge Over Dulhani Nalah (Minor Bridge) NH-72

Revised P&P received on

17-12-10

Report available on 01.12.2010

GAD sent to site for verification on

07/01/11

GAD sent to site on 7th Jan. Comments received on 12th Jan.

for shifting the location. P & P will have to be revised. Matter

referred to EBL

168/3 Laxman Bridge (Minor Bridge) NH-72

Available on 22/10/2010

Report available on 01.12.2010

Submitted to P.D on 21/12/10

Submitted to P.D on 12/01/2011

Submitted to P.D on 12/01/2011

179/1 Over Song River (Major Bridge) NH-72 (Doiwala bypass)

report received on 01/12/10

# D = Date of receiving of Plan & Profile and Geo -Tech data

Report available on 01.12.2010

Over Jakhan River (Major Bridge) NH-72

Available on 11/10/2010

Decision regarding type of bridge to be

decided by CEO after visit to site

Elephant Underpass (NH-72)

Report available in

Oct-10

Submitted on 19/11/10 to P.D.

NHAI Submitted to P.D.

NHAI on 02/12/2010

Substructure excluding Pier

cap submitted to PD on

23.12.2010, Pier cap by 20.1.2011

Submitted to PD office on

27.12.10

Precast pier cap methodology changed based on discussion with

Mr.Sunil Gupta. Re designing is underprocess.

195/2 Over Tinpani Nala (Minor Bridge) NH-72

Elephant Underpass (NH-72)

Available on 05/10/10

Report available in Dec-

10

Submitted on 20/11/10 to P.D.

NHAI

All the foundations for piers & abutment issued to IC/NHAI

4-01-2011

Pier & abutment design & drawing issued on 6-01-2011

218/3 Over Song River (Major Bridge) NH-58

Report available in Dec-

10

Submitted on 31/12/2010to P.D. NHAI

Pier foundation submitted on 21-

01-2011. Abutment foundation by

10-02-2011

To be taken up after receipt of comments from IC on foundation

design

PAGE 41 of 79

Sr. No. Name of Structure Existing Chainage Plan & Profile Agency GAD Foundation Substructure Superstructure Remarks Action ByType of Foundation

Soil Exploration Report

11 Vayamtech 28/3/2011

12 216.8 Available Vayamtech 10/2/2011 15/02/2011 2/3/2011

13 - Vayamtech Design date to be finalised after approval of GAD

14 211.800 - 212.531 Vayamtech 15/02/2011

15 212.1 Vayamtech 8/2/2011 28/02/2011

16 211.486 - 212.375 Vayamtech Design dates will be finalised after approval of GAD

17 Vayamtech To be finalised after decission by CEO Decision taken by CEO

Grade Separator (Nepali Farm)

218.2 (NH-58) & 196.8 (NH-72)

P&P sent to site for verification, additional land

needed

Report available in Nov-10

There is a proposal to reduce the length

of GS from 195m (6 span) to 100m (3 span). But no

official confirmation. GAD prepared but

yet to submitted officially to PD NHAI

Dates will be finalised after approval of GAD

P&P prepared but yet to be finalized as NHAI has yet to

decide about acquisition of land along Rishikesh road

217/7 Over Suswa River (Major Bridge) NH-58

Report available in Jan'11

GAD sent to site on 13-01-2011

for verification

RUB Railwala NH-58

Available on 07/10/2010

Report Available in Nov.10

Submitted on 11/11/10 to P.D.

NHAI

Meeting held with Dy CE Railway Moradabad on 10-01-2011 but it was inconclusive. Meeting to be

held again on 7th Feb.

Elephant Underpass (NH-58)

Available07-10-2010

(P&P sent on

25-11-2010)

Report Available in Nov-10

Submitted to P.D. NHAI

28-12-2010 P1-P9, P17-P21 submittted to

IC/NHAI

After approval of foundation

Over River Motichur (Major Bridge) NH-58

Available on 07/10/2010

Report Available in Dec-10

Submitted to P.D. NHAI on 14.01.2011

will be submitted after

review of foundation

drawing by IC

ROB Motichur NH-58

Available(P&P sent on 25-

11-2010)

Report Available in Dec-10

GAD revised submitted to

PD.NHAI 03.02-2011

Meeting held with Railways Moradabad on 10-01-2011. Revised GAD sent to site for

verification

Viaduct for ROB Motichur NH-58

Decision to be taken regarding construction

by CEOAvailable on 07/10/2010

Report Available on Oct-10

DEHRADUN - HARIDWAR HIGHWAYSManpower Detail

1CTC Year 2011 Year 2011 Year 2011

10-Apr 10-Apr ###A Highwayi AGM/Sr.manager 100000 1 100000 ###ii Supervisor 9000 1 9000 ###B Structuresi GM/DGM 156000 1 156000 ###ii AGM/Sr.manager 115000 1 115000 ###iii Sr.manager 104000 1 104000iv Manager/Dy.Manager 60000 1 60000 ###v SE/PE/RE 46000 1 46000 ###vi AE/JE 25000 1 25000 ###vii AE/JE 30000 1 30000viii DET 12000 1 12000C Precast i Sr.Manager 85000 1 85000 ###D Mechanical divisioni Manager/Dy.Manager 50000 1 50000 ###ii GET.Engineer 15800 1 15800iii Asst manager ( Electrical) 40000 1 40000 ###iv Mech.forman 14500 1 14500 ###v Electrician 13000 1 13000 ###vi Plant Supervisor 9500 1 9500 ###vii Plant Operator 9000 1 9000viii Sr Mechanic 15500 1 15500E Administrationi Dy. Manager 40000 1 40000 ###ii Officer (P&A) 35000 1 35000iii Officer (P&A) 24000 1 24000iv Officer (P&A) 20000 1 20000v Time keeper 12000 1 12000 ###

Computer Operator(IT) 14000 1 14000F Accountsi Account Officer 25000 1 25000 ###G Storesi Sr. Store keeper 12000 1 12000 ###ii Store keeper 16000 1 16000iii Asst. Store keeper 13000 1 13000iv Purchaser 16500 1 16500 ###H Quality contral i JE 18000 1 18000 ###ii Lab-Tech 10000 1 10000 ###I Safety and Security

Asst Security Officer 15000 1 15000J Surveyi Manager 65000 1 65000 ###

iii Asst. Surveyor 22500 1 22500 ###Jr. Surveyor 12000 1 12000

K Liaisoningi Liaisoning Officer 25000 1 25000 ###

L Planning & Billingi Dy. Manager 66000 1 66000 ###

iii AE 16500 1 16500 ###Total 39 1386800 ###