World Bank Upgradation Abstracts(OLD)

Page 1 Abstract Aloosa Quilmuqam Road

ABSTRACT OF COST for Upgradation of road from Aloosa to Quilmuqam.P.M.G.S.Y. ( WORLD BANK FUNDED)

TRENCHE-1 (Package No: JK03WB 01)Name of Road: Aloosa to Quilmuqam. District: BandiporaLength: 4.86 Kms Block: Bandipora. S.No

Description Of Item Unit Quantity Rate/Unit

A Earth work and subgrade preparation:

1

Cum 2279.80 58.53 133436.69

2

Cum 1943.27 47.48 92266.46

B Pavements:

1

Cum 742.50 749.47 556481.48

2

Cum 555.26 1330.45 738745.67

Amount

(Rs.In lacs)

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankments upto a distance of 100m including trimming bottom and side slopes in accordance with requirement of lines grades and cross sections.

Construction of embankment with approved material deposited at site fromroadway cutting and excavation from drain and foundation of other structures , graded and compacted to meet requirement of table 300.1. and 300.2 as per yechnical specification clause 301.5.

Granular sub-base course with local material (Table 400.13 )by, mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method , with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per Technical .Specification.Clause 408. (Using naturally occuring gravel)

Providing, laying, spreading , by manual means & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 2nd as per Technical Specification Clause 405.


3

Cum 1423.69 1390.95 1980281.61

4

Sqm 18982.50 31.57 599277.53

5

Cum 949.13 5461.60 5183768.41

6

Sqm 18982.50 9.37 177866.03

7

Sqm 18982.50 108.00 2050110.00

Providing, laying, spreading , by manual means & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 3rd as per Technical Specification Clause 405.

Providing & applying Low Porosity primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface & spraying primer at the rate of (0.70 – 1.0) Kg/Sqmt. using mechanical means as per Technical Specification Clause 502.

Providing & laying bituminous macadam, 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m, laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kgs per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specifications clause 503.

Providing, laying (by mechanical means) & rolling of Open Graded pre-mix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates, using bitumen (S-90) or emulsion, to required line, grade & level, to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying & rolling with a three wheel 80-100 KN static roller capacity, finished to required level & grades to be followed by seal coat of Type B as per Technical Specification Clause 508.


8

Sqm 18982.50 38.51 731016.08

9

Cum 742.50 43.27 32127.98

Cum 742.50 8.50 6311.25

Cum 1978.00 43.27 85588.06

Cum 1978.00 8.50 16813.00

Cum 494.48 43.27 21396.15

Cum 494.48 8.50 4203.08

Cum 157.92 22.42 3540.57

Cum 157.92 8.50 1342.32

Tkm 14256.00 4.03 57451.68

Tkm 48535.00 4.03 195596.05

Tkm 12201.00 4.03 49170.03

Tkm 3335.00 4.03 13440.05

v)Primer coat from Srinagar av 80 Km. Lead.

Tkm 1594.40 4.03 6425.43

Tkm 164958.32 4.03 664782.03

vii) Tack coat from Srinagarr av 80 Km Lead.Tkm 341.60 4.03 1376.65

viii)OGP from Srinagar av 80 Km. Lead. Tkm 86560.00 4.03 348836.80

ix) Seal coat from Srinagar av 80 Km. Lead. Tkm 17768.00 4.03 71605.04

C Earthern Shoulders:

Providing and laying of Seal Coat by mechanical means sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type B , bitumen (S-90) as Technical Specification Clause 510.

a) Loading / Unloading of Stone aggregate,stone screening, binding material and Tar .

i)Loading of Granular Sub base material by mechanical means.

ii)Unloading of Granular Sub base material by mechanical means. iii)Loading of stone agg. by mechanical means. (Grade II & III)

iv)Unloading of stone agg. by mechanical means. (Grade II & III)

v)Loading of stone screening by mechanical means.(Grade II & III)

vi)Unoading of stone screening by mechanical means.(Grade II & III)

vii)Loading of binding material by mechanical means.

viii)Unoading of binding material by mechanical means.

b) Haulage of material from source to site of work via surfaced road.i) GSB Material from Madhumati Mati Nallah Bandipora for an av. Lead of 10Km.

ii) Stone aggregate from Rangerkhan / Watrina for an av. Lead of 12 Km. ( Grade II & III)

iii) Stone screening from Rangerkhan / Watrina for an av. Lead of 12 Km. ( Grade II & III)

iv) Binding material from Rangerkhan / Watrina for an av. Lead of 12 Km. ( Grade II & III)

vi) Bituminous macadam from Srinagar av 80 Km. Lead.


1

Cum 1868.06 185.95 347365.76

2 a) Loading / Unloading of earth:i)Loading of Earth by mechanical means. Cum 1868.02 22.42 41881.01

ii)Unoading of Earth by mechanical means. Cum 1868.02 8.50 15878.17

D Cement Concret Drain: (2000 RM)1

Cum 574.28 162.89 93544.47

2

Cum 88.35 3656.41 323043.82

3

Cum 226.58 3712.44 841164.66

4

Cum 283.43 43.27 12264.02

Cum 283.43 8.50 2409.16

Cum 125.97 43.27 5450.72

Cum 125.97 8.50 1070.75

v)Loading of cement by manual means. MT 91.94 89.00 8182.66

vi)Unloading of cement by manual means. MT 91.94 89.00 8182.66

Tkm 6972.44 4.03 28098.93

Tkm 2317.85 4.03 9340.94

Tkm 919.40 4.03 3705.18

Construction of sub grade and earthen shoulders with approved material obtained from barrow pits with all lifts and leads , transporting to site , spreding , grading to required slope and compacted to meet requirement of table 300.20. With lead upto 1000m as per technical speification clause.303.1

Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom and back filling in trenches with excavated suitable material .

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course (PCC grade M-10). Including cost of form work.

Providing concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802,803,1202,1203. (PCC grade M-15 Nominal mix 1:2.5:5 ), Including cost of form work.

a) Loading / Unloading of Stone aggregate,sand, and Cement .

i)Loading of stone agg. by mechanical means.

ii)Unloading of stone agg by mechanical means.

iii)Loading of fine agg. (Sand) by mechanical means.

iv)Unloading by fine agg. (Sand) mechanical means.

b) Haulage of Stone aggregate,Sand and Cement.

i) Stone aggregate from Rangerkhan Watrina for an av. Lead of 12 Km.

ii) Sand from Madhumati Nallah Bandipora for an av. Lead of 10 Km. surfaced road.

iii) Cement from Bandipora for an av. Lead of 10 Km.


E Protection and Cross Drainage Works:

I Retaining Wall: (410 RM )

1

Cum 459.20 162.89 74799.09

2

Cum 57.40 3656.41 209877.93

3

Cum 506.97 2876.18 1458136.97

4

Cum 293.11 1938.18 568099.94

5

Cum 442.80 1010.54 447467.11

6

RM 410.00 268.32 110011.20

7

i)Loading of stones by mechanical means. Cum 800.07 43.27 34619.03

ii)Unloading of stones by mechanical means. Cum 800.07 8.50 6800.60

Cum 73.80 43.27 3193.33

Cum 73.80 8.50 627.30

Cum 235.59 43.27 10193.98

Cum 235.59 8.50 2002.52

vii)Loading of cement by manual means. MT 69.11 89.00 6150.79

viii)Unloading of cement by manual means. MT 69.11 89.00 6150.79

Tkm 24962.18 4.03 100597.59

Tkm 1815.48 4.03 7316.38



Random rubble masonry in cement mortar 1:6 mix for sub structure complete as per drawing and technical specification clauses 702,704,1202 and 1204.

Random rubble masonry in dry, for sub structure complete as per drawing and technical specification clauses 702,704,1202 and 1204.

Sand filling in foundation trenches as per drawing and technical specification Clause305.3.9

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11. Including cost of form work.

a) Loading / Unloading of Stone aggregate,sand, and Cement.

iii)Loading of stone agg. by mechanical means.iv)Unloading of stone agg by mechanical means.v)Loading of fine agg. (Sand) by mechanical means.

vi)Unloading by fine agg. (Sand) mechanical means.

b) Haulage of Stones,Stone aggregate,Sand and Cement.

i) Stone from Rangerkhan for an av. Lead of 12 Km.

ii) Stone aggregate from Rangarkhan / Watrina for an av. Lead of 12 Km.


Tkm 4334.78 4.03 17469.16

Tkm 691.10 4.03 2785.13

II RCC Pipe Culverts 750mm dia. ( 8 No. )

1

Cum 316.51 162.89 51556.31

2

Cum 5.04 793.33 3998.38

3

Cum 13.73 3656.41 50202.51

4

Cum 198.56 3712.44 737142.09

5

RM 58.48 5540.17 323989.14

6

Cum 184.42 1010.54 186363.79

7 a) Loading / Unloading of materials.

Cum 189.46 43.27 8197.93

189.46 8.50 1610.41

Cum 191.06 43.27 8267.17

Cum 191.06 8.50 1624.01

Cum 84.92 43.27 3674.49

Cum 84.92 8.50 721.82


iii) Sand from Madhumati Nallah Bandipora for an av. Lead of 10 Km. surfaced road.

iv) Cement from Bandipora for an av. Lead of 10 Km.


Providing and laying granular sub base, complete as per drawing and technical specification clause 1204.3.8 (Granular material)


Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805 ,806,807,1202,1243. (PCC grade M-15 Nominal mix 1:2.5:5 ) Including cost of form work.

Providing and laying of reinforeced cement concrete pipes NP-3 for culverts on first class bedding of granular material in single row including fixing collor with cement mortar 1:2 but excluding excavation ,protection works,backfilling, concrete masonary work in head walls and parapets as per clause 1106.


i)Loading of Granular material and sand for filling by mechanical means.

ii)Unloading of Granular material and sand for filling by mechanical means.





No. 24.00 35.72 857.28

No. 24.00 236.91 5685.84

Tkm 3637.60 4.03 14659.53

Tkm 4700.04 4.03 18941.16

Tkm 1562.50 4.03 6296.88

Tkm 656.60 4.03 2646.10

Tkm 2730.00 4.03 11001.90

III RCC Pipe Culverts 1000mm dia. ( 1 No. )

1

Cum 79.08 162.89 12881.34

2

Cum 0.92 793.33 729.86

3

Cum 2.74 3656.41 10018.56

4

Cum 28.39 3712.44 105396.17

5

RM 7.31 6798.19 49694.77

ix)Loading of RCC pipes by mechanical means. 750mm dia.)

x)Unloading of RCC pipes by manual means.(750 mm dia.)

b) Haulage of materials from source to site of work.

i) Granular material from Madhumati Nallah Bandipora for an av. Lead of 10 Km.

ii) Stone aggregate from Rangarkhan for an av. Lead of 12 Km.



v) RCC hume pipes from Srinagar for an av. Lead of 70 Km.




Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805 ,806,807,1202,1243. (PCC grade M-15 Nominal mix 1:2.5:5 ) Including cost of form work.



6

Cum 67.81 1010.54 68524.72


Cum 68.73 43.27 2973.95

68.73 8.50 584.21

Cum 28.00 43.27 1211.56

Cum 28.00 8.50 238.00

Cum 12.45 43.27 538.71

Cum 12.45 8.50 105.83



No. 3.00 35.72 107.16

No. 3.00 284.29 852.87

Tkm 1319.60 4.03 5317.99

Tkm 688.80 4.03 2775.86

Tkm 229.06 4.03 923.11

Tkm 96.80 4.03 390.10

Tkm 441.00 4.03 1777.23

IV 3 Mtr. Span RCC Slab Culvert: ( 5 No.)

1

Cum 103.13 749.47 77292.84


i)Loading of Granular material by mechanical means.

ii)Unloading of granular material by mechanical means.



ix)Loading of RCC pipes by mechanical means. (1000mm dia.)

x)Unloading of RCC pipes by manual means. (1000 mm dia.)







Granular sub-base course with local material (Table 400.13 )by, mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method , with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per Technical .Specification.Clause 408. (Using naturally occuring gravel) For construction of road diversion for trffic during construction.


2

Cum 364.76 179.18 65357.70

3

Cum 24.62 749.47 18451.95

4

Cum 24.62 3656.41 90020.81

5

Cum 493.17 4204.23 2073400.11

6

Cum 48.03 5218.34 250636.87

7

Ton 14.41 48348.62 696703.61

8

Cum 220.00 1010.54 222318.80

9

Cum 509.24 43.27 22034.81

Cum 509.24 8.50 4328.54

Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom , back filling in trenches with excavated suitable material and dewatering charges.

Granular sub-base course with local material (Table 400.13 )by, mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method , with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per Technical .Specification.Clause 408. (Using naturally occuring gravel)

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course PCC grade M-10. Including cost of form work.

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805,806,807,1202,1243. (PCC grade M-20 Nominal mix 1:2.4) Including cost of form work.

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805,806,807,1202,1243. (RCC grade M-25 Nominal mix 1:2.4) Including cost of form work.

Supply fitting and placing HYSD reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002,1005,1010 and 1202. .

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material)

a) Loading / Unloading of Stone aggregate,sand,Cement and steel.

i)Loading of stone agg. by mechanical means.ii)Unloading of stone agg by mechanical means.


Cum 226.33 43.27 9793.30

Cum 226.33 8.50 1923.81



vii)Loading of steel by manual means. MT 14.41 95.06 1369.81

viii)Unloading of steel by manual means. MT 14.41 95.06 1369.81

Cum 347.75 43.27 15047.14

Cum 347.75 8.50 2955.88

Tkm 6676.80 4.03 26907.50

Tkm 12527.28 4.03 50484.94

Tkm 4164.40 4.03 16782.53

Tkm 2319.90 4.03 9349.20

Tkm 144.10 4.03 580.72

F Road Furniture:

1

No 1.00 9189.74 9189.74

2No 5.00 2685.61 13428.05

3

No 2.00 15000.00 30000.00



ix)Loading of Granular material by mechanical means.

x)Unloading of Granular material by mechanical means.







Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing.Three MS plates of 1.6mm thick , top and middle plate duly welded with MS flat iron 25mmx5mm size on edges The lower plate will be welded with MS angle iron frame of 25x25x5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded o 2 No. 75x75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450x450x600 mm , 600mm below ground level. the topmost diamond plate will be welded to middle plate by 47x47 mm of SWG steel plate tube .All MS will be stove enameled on both sides. Lettering and printing arrows border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint, as per drawing Clause 1701 and annexure 1700.1. (Fig No.2 ).

Providing and fixing of PMGSY Logo Boards complete as per required specification.

Providing and fixing of citizen information Boards complete as per required specification.


4

No 98.00 370.05 36264.90

5

i) Ordinary Kilometer stone: precast. No 5.00 1373.11 6865.55

ii) 5th. Kilometer stone: precast. No 1.00 2722.30 2722.30

6

No 20.00 7452.57 149051.40

7

No. 20.00 2685.61 53712.20

GRAND TOTAL: 24346826.34

Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per B68rawing and technical specification Clause 1704. ( 20 No./Km. )

Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per B68rawing and technical specification Clause 1703. (Ordinary Kilometer stone: precast)

Providing and fixing of semi reflective cautionary,mandatory and informatory sign boards as per IRC-67 made of 1.5mm thick MS Sheet dull stove white colour in front and gray colour on back with red reflective border of 65mm width as required letters and figures with reflective tapes engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47x47 mmx12 SWG sheet tube by means of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600mm,below ground level as per approved drawing Clause 1701.2.2

Providing and erecting of direction and place identification of semi reflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet dull stove white colour in front and gray colour on back with red reflective border of 70mm width and required message,letters and figures with reflective tapes engineering grade as per MORD specifications of required shade and colour. Supported and welded on two No. 47x47 mmx12 SWG square tube of 3050mm height duly strengthened by 25 x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing Clause 1701.


G Contractor to quote lump sum rate / amount for each year

2nd Year 3rd year 4th. Year 5th. Year

1

2

3

4

5

6

7

8

9

10

11

TOTAL AMOUNT FOR FIVE YEARS. (In Figures.) 7% of the Total Cost:- 1704277.84

TOTAL BID PRICE:- (In Figures.) 26051104.18

(In Words.)

Head Draftsman AEE Executive Engineer

PMGSY Division

Routine maintenance after completion of construction works, for five years.

Description of item with brief specification and reference to MOST / IRC Specification.

Ist year

Removal of slips from road surface and its disposal

Maintenance of bitumen surface road and/or gravel road and/ or WBM road including filling of pot holes and patch repairs etc. as per clause 1904,1905 and 1906 of the specification.

Making up of Berms / shoulders , stooring excess soil from the shoulder surface to achieve the required level as per clause 1903. of the specification.

Restoration of berms,/ restoration of rain cuts with soil mooram gravel etc as per clause 1902 of the specification.

White washing guard stones , refixing displaced guard stones , clearance of CD works and white wash parapets of CD works as per clause 1911 of the specification

White washing and geroo painting of trunks of trees cutting of branches of trees, clearing of wild seasonal growth on berms etc. as per clause 1914 of the specification.

Maintenance of drains as per clause 1907 of the specification.

Maintenance of culverts and cause ways as per clause 1908 and 1909 of the specification.

Maintenance of road signs as per clause 1910 of te specification.

Maintenance of kilometer stones as per clause 1912 of the specification.

Clearance of snow and providing adequate passing places at the rate of four passes per kilometer.

(In Words.)

Rs. Two hundred sixty lacs and fifty one thousand one hundred and four only.


Baramulla

Page 14 Abstrct Hajin Ajas Road

ABSTRACT OF COST for Upgradation of road from Hajin to Ajas "B".P.M.G.S.Y. ( WORLD BANK FUNDED)

TRENCHE-1 ( Package No: (JK03WB04)Name of Road: Hajin to Ajas "B". District: BandiporaLength:7.22 Kms Block: Hajin.S.No

Description Of ItemUnit Quantity Rate/Unit

A Earth work and subgrade preparation:

1

Cum 1235.55 58.53 72316.74

2

Cum 988.44 47.48 46931.13

3

Cum 7246.34 199.29 1444123.10

4 a) Loading / Unloading of earth:

i)Loading of Earth by mechanical means. Cum 7246.34 22.42 162462.94


B Pavements:

1

Cum 520.00 1330.45 691834.00

Amount (Rs. In lac)

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankments upto a distance of 100m including trimming bottom and side slopes in accordance with requirement of lines grades and cross sections.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300.1 and 300.2 as per technical specification Clause 301.5.

Construction of embankment with approved materials obtained from borrowpits with a lift upto 1.5m transporting to site spreading, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 with upto 1000m as per technical specification Clause 301.5.



2

Cum 2115.91 1390.95 2943125.01

3

Sqm 28212.15 31.57 890657.58

4

Cum 1410.61 5461.60 7704187.58

5

Sqm 28212.15 9.37 264347.85

6

Sqm 28212.15 108.00 3046912.20







7

Sqm 28212.15 38.51 1086449.90

8

Cum 2635.91 43.27 114055.83

Cum 2635.91 8.50 22405.24

Cum 665.00 43.27 28774.55

Cum 665.00 8.50 5652.50

Cum 210.00 22.42 4708.20

Cum 210.00 8.50 1785.00

Tkm 10216.76 4.03 41173.54

Tkm 52051.42 4.03 209767.22

Tkm 15740.00 4.03 63432.20

Tkm 3671.00 4.03 14794.13

Tkm 1481.14 4.03 5968.99

Tkm 152063.52 4.03 612816.00

Tkm 317.39 4.03 1279.08

Tkm 80404.63 4.03 324030.66

Tkm 16504.11 4.03 66511.56

C Earthern Shoulders:1

Cum 2779.70 185.95 516885.22



i)Loading of stone agg. by mechanical means. (Grade II & III)

ii)Unloading of stone agg. by mechanical means. (Grade II & III)

iii)Loading of stone screening by mechanical means.(Grade II & III)

iv)Unoading of stone screening by mechanical means.(Grade II & III)

v)Loading of binding material by mechanical means.

vi)Unoading of binding material by mechanical means.

b) Haulage of material from source to site of work via surfaced road.

i) Stone aggregate from Sadrakote for an av. Lead of 8 Km. ( Grade II)

ii) Stone aggregate from Safapore for an av. Lead of 12 Km. ( Grade III)

iii) Stone screening from Sadrakopte for an av. Lead of 8 Km. ( Grade II & III)

iv) Binding material from Sadrakote for an av. Lead of 8 Km. ( Grade II & III)

v)Primer coat from Srinagar / Batpora Kunzar av 50Km. Lead.

vi) Bituminous macadam from Srinagar / Batpora Kunzar av 50Km. Lead.

vii) Tack coat from Srinagar / Batpora Kunzar av 50Km. Lead.

viii)OGP from Srinagar / Batpora Kunzar av 50Km. Lead.

ix) Seal coat from Srinagar / Batpora Kunzar av 50Km. Lead.



2 a) Loading / Unloading of earth:

i)Loading of Earth by mechanical means. Cum 2779.70 22.42 62320.87



D Cement Concret Drain: (1000 M)1

Cum 503.75 162.89 82055.84

2

Cum 77.50 3656.41 283371.78

3

Cum 198.75 3712.44 737847.45

4

Cum 248.63 43.27 10758.22

Cum 248.63 8.50 2113.36

Cum 124.31 43.27 5378.89

Cum 124.31 8.50 1056.64



Tkm 6116 4.03 24647.48

Tkm 3659 4.03 14745.77

Tkm 322.60 4.03 1300.08

E

I Retaining Wall:(620 Mtr.)


Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course (PCC grade M-10).Including cost of form work

Providing concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802,803,1202,1203. (PCC grade M-15 Nominal mix 1:2.5:5 ).Including cost of form work.







i) Stone aggregate from Safapore for an av. Lead of 12 Km.

ii) Sand from Shilvat for an av. Lead of 12 Km. surfaced road.

iii) Cement from Hajin for an av. Lead of 2 Km.

Protection and Cross Drainage Works:


1

Cum 694.40 162.89 113110.82

2

Cum 86.80 3656.41 317376.39

3

Cum 767.80 2876.18 2208331.00

4

Cum 450.68 1938.18 873498.96

5

Cum 669.60 1010.54 676657.58

6

RM 620.00 268.32 166358.40

7



Cum 111.60 43.27 4828.93

Cum 111.60 8.50 948.60

Cum 1026.32 43.27 44408.87

Cum 1026.32 8.50 8723.72



Tkm 25344.27 4.03 102137.41

Tkm 2745.36 4.03 11063.80

Tkm 20786.85 4.03 83771.01






Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11.Including cost of form work.


iii)Loading of stone agg. by mechanical means.iv)Unloading of stone agg by mechanical means.

v)Loading of fine agg. (Sand) and granular matdrial by mechanical means.

vi)Unloading by fine agg. (Sand) and granular material mechanical means.

b) Haulage of Stones,Stone aggregate,Sand and Cement.

i) Stone from Sadrakote for an av. Lead of 8 Km.

ii) Stone aggregate from Safapore for an av. Lead of 12 Km.

iii) Sand and granular material from Shilvat for an av. Lead of 12 Km. surfaced road.


Tkm 429.29 4.03 1730.04iv) Cement from Hajin for an av. Lead of 4 Km.


II RCC Pipe Culverts 750mm dia. ( 20 No. )

1

Cum 791.20 162.89 128878.57

2

Cum 12.60 793.33 9995.96

3

Cum 34.40 3656.41 125780.50

4

Cum 276.00 3712.44 1024633.44

5

RM 146.20 5540.17 809972.85

6

Cum 681.60 1010.54 688784.06


Cum 694.20 43.27 30038.03

694.20 8.50 5900.70

Cum 279.40 43.27 12089.64

Cum 279.40 8.50 2374.90

Cum 124.20 43.27 5374.13

Cum 124.20 8.50 1055.70



No. 60.00 35.72 2143.20




Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805 ,806,807,1202,1243. (PCC grade M-15 Nominal mix 1:2.5:5 ).Including cost of form work.




ii)Unloading of Granular material by mechanical means.





No. 60.00 236.91 14214.60

Tkm 10662.40 4.03 42969.47

Tkm 6873.60 4.03 27700.61

Tkm 3657.60 4.03 14740.13

Tkm 384.00 4.03 1547.52

Tkm 4880.00 4.03 19666.40

III RCC Pipe Culverts 1000mm dia. ( 8 No. )

1

Cum 632.64 162.89 103050.73

2

Cum 7.36 793.33 5838.91

3

Cum 21.92 3656.41 80148.51

4

Cum 227.12 3712.44 843169.37

5

RM 58.48 6798.19 397558.15

6

Cum 542.48 1010.54 548197.74


x)Unloading of RCC pipes by manual means.(750 mm dia.)


i) Granular material from Sadrakote for an av. Lead of 8 Km.


iii) Sand from Shilvat for an av. Lead of 12 Km. surfaced road.

iv) Cement from Hajin for an av. Lead of 4 Km.




Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course (PCC grade M-10)..Including cost of form work

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805 ,806,807,1202,1243. (PCC grade M-15 Nominal mix 1:2.5:5 ).Including cost of form work.




Cum 549.84 43.27 23791.58

549.84 8.50 4673.64

Cum 224.00 43.27 9692.48

Cum 224.00 8.50 1904.00

Cum 99.60 43.27 4309.69

Cum 99.60 8.50 846.60



No. 24.00 35.72 857.28

No. 24.00 284.29 6822.96

Tkm 8445.44 4.03 34035.12

Tkm 6124.40 4.03 24681.33

Tkm 2932.24 4.03 11816.93

Tkm 309.76 4.03 1248.33

Tkm 2520.00 4.03 10155.60

IV 3 Mtr. Span RCC Slab Culvert: ( 4 No.)

1

Cum 82.50 749.47 61831.28


ii)Unloading of granular material by mechanical means.




x)Unloading of RCC pipes by manual means. (1000 mm dia.)







Granular sub-base course with local material (Table 400.13 )by, mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method , with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per Technical .Specification.Clause 408. (Using naturally occuring gravel) For construction of road diversion for trffic during construction.


2

Cum 291.81 179.18 52286.52

3

Cum 19.70 3656.41 72031.28

4

Cum 394.52 4204.23 1658652.82

5

Cum 38.44 5218.34 200592.99

6

Ton 11.52 48348.62 556976.10

7

Cum 176.00 1010.54 177855.04

8

Cum 407.36 43.27 17626.47

Cum 407.36 8.50 3462.56

Cum 181.04 43.27 7833.60

Cum 181.04 8.50 1538.84



vii)Loading of steel by manual means. MT 11.52 95.06 1095.09

viii)Unloading of steel by manual means. MT 11.52 95.06 1095.09

Cum 258.50 43.27 11185.30

Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom and back filling in trenches with excavated suitable material , includind dewatering charges.

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course PCC grade M-10..Including cost of form work

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805,806,807,1202,1243. (PCC grade M-20 Nominal mix 1:2.4).Including cost of form work

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805,806,807,1202,1243. (RCC grade M-25 Nominal mix 1:2.4).Including cost of form work



a) Loading / Unloading of Stone aggregate,sand,Cement and steel.

i)Loading of stone agg. by mechanical means.ii)Unloading of stone agg by mechanical means.iii)Loading of fine agg. (Sand) by mechanical means.


ix)Loading of Granular material by mechanical means.


Cum 258.50 8.50 2197.25

Tkm 3970.00 4.03 15999.10

Tkm 11134.96 4.03 44873.89

Tkm 3997.36 4.03 16109.36

Tkm 742.24 4.03 2991.23

Tkm 46.08 4.03 185.70

F Road Furniture:

1

No 1.00 9189.74 9189.74

2No 8.00 2685.61 21484.88

3

No 2.00 15000.00 30000.00

4

No 146.00 370.05 54027.30

x)Unloading of Granular material by mechanical means.








Providing and fixing of PMGSY Logo Boards complete as per required specification.

Providing and fixing of citizen information Boards complete as per required specification.

Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per B68rawing and technical specification Clause 1704. ( 20 No./Km. )


5

i) Ordinary Kilometer stone: precast. No 8.00 1373.11 10984.88

ii) 5th. Kilometer stone: precast. No 2.00 2722.30 5444.60

6

No 30.00 7452.57 223577.10

7

No. 30.00 2685.61 80568.30


G

Ist year 2nd Year 3rd year 4th. Year

1


Providing and fixing of semi reflective cautionary,mandatory and informatory sign boards as per IRC-67 made of 1.5mm thick MS Sheet dull stove white colour in front and gray colour on back with red reflective border of 65mm width as required letters and figures with reflective tapes engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47x47 mmx12 SWG sheet tube by means of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600mm,below ground level as per approved drawing Clause 1701.2.2

Providing and erecting of direction and place identification of semi reflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet dull stove white colour in front and gray colour on back with red reflective border of 70mm width and required message,letters and figures with reflective tapes engineering grade as per MORD specifications of required shade and colour. Supported and welded on two No. 47x47 mmx12 SWG square tube of 3050mm height duly strengthened by 25 x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing Clause 1701.


Contractor to quote lump sum rate / amount for each year




2

3

4

5

6

7

8

9

10

11


(In Words.)


(In Words.)


PMGSY Division

Baramulla











Signature of the Firm/Contractor

Page 28 Abstract Putkha Mongam

ABSTRACT OF COST for Upgradation of road from Putkha to Mongam.

P.M.G.S.Y. ( WORLD BANK FUNDED)

TRENCHE-1

Name of Road: Putkha to Mongam District: BaramullaLength:5.7 Kms Block: Wagoora

Package No. JK03WB02S.No


A. Pavements:

1

Sqm 6562.50 8.99 58996.88

2

Cum 4659.41 749.47 3492088.01

3

Cum 1670.06 1390.95 2322969.96

4

Sqm 22267.50 31.57 702984.98

5

Cum 1113.38 5461.6 6080836.21

Amount (Rs. In lac)

Scarifying Existing Bituminous road Surface to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and laed upto 1000 m as per Technical Specification Clause 301.4.

Granular sub-base/ surface course with local materials (table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in the form of layers with motor graded on prepared surface mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specifications using naturally occurring gravel.





6

Sqm 22267.50 9.37 208646.48

7

Sqm 22267.50 108.00 2404890.00

8

Sqm 22267.50 38.51 857521.43

9 a) Loading / Unloading of G.S.B material.Cum 4659.41 43.27 201612.67

ii)Unloading by mechanical means. Cum 4659.41 8.5 39604.99

Tkm 171459.00 4.03 690979.77

10

i)Loading of stone agg. by mechanical means. Cum 1670.06 43.27 72263.50

ii)Unloading of stone agg by mechanical means. Cum 1670.06 8.5 14195.51

Cum 445.00 43.27 19255.15

Cum 445.00 8.5 3782.50

Cum 133.00 22.42 2981.86

Cum 133.00 8.5 1130.50

Tkm 74455.60 4.03 300056.07

11

Cum 1113.38 43.27 48175.95


Tkm 36875.21 4.03 148607.10

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kgs per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specifications clause 503Providing, laying (by mechanical means) & rolling of Open Graded pre-mix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates, using bitumen (S-90) or emulsion, to required line, grade & level, to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying & rolling with a three wheel 80-100 KN static roller capacity, finished to required level & grades to be followed by seal coat of Type B as per Technical Specification Clause 508.


i)Loading by mechanical means.

b)Haulage from veerwan for an av. lead of 23 Km. surfaced road (Qty. 7454.75MT)

a) Loading / Unloading of Stone aggregate,stone screening & binding material .( WBM 3rd.)

iii)Loading of stone screening by mechanical means.

iv)Unoading of stone screening by mechanical means.

iii)Loading of binding material by mechanical means.

iv)Unoading of binding material by mechanical means.

b)Haulage of stone agg. stone screening and binding material from veerwan for an av.lead of 23 Km. surfaced road. (Qty. 3237.2MT)

a) Loading / Unloading of Stone aggregate.(50mm Bitumen Macadam)


b)Haulage from Veerwan for an av.lead of 23 Km.surfaced road. (Qty. 1603.27 MT)


12

Cum 601.22 43.27 26014.79


Tkm 26549.82 4.03 106995.77

13

Cum 133.60 43.27 5780.87


Tkm 2351.36 4.03 9475.98

14

MT 116.00 105.56 12244.96

ii)Unloading MT 116.00 97.55 11315.80

Tkm 5684.00 4.03 22906.52

B. Earthen Shoulders:

1

Cum 1504.80 185.95 279817.56

2

No. 760.00 325.00 247000.00

C Retaining Wall:

1

Cum 428.00 162.89 69716.92

2

Cum 50.00 3656.41 182820.50

3

Cum 866.00 2876.18 2490771.88

a) Loading / Unloading of Stone aggregate.(20mm OGP)


b)Haulage from Veerwan for an av. lead of 23 Km.surfaced road. (Qty. 1154.34 MT)

a) Loading / Unloading of Fine aggregate (Sand).i)Loading by mechanical means.

b)Haulage from Delina for an av. lead of 11 Km.surfaced road. (Qty. 213.76 MT)

a) Loading / Unloading of Tar/Asphalt by manual means.

i)Loading

b)Haulageof Tar /Asphat from Pampora to site for an av. Lead of 49 Km surfaced road.(116 Mt)


Providing fixing of empty Tar barrels for side protection / road side beautification including filling of earth inside barrels applying lime chat on the out side periphery of drum and fixing of plants inside the drums.(Complete Job) as per direction of Engineer incharge at site.


Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course PCC grade M-10; including form work cost.



4

Cum 470.00 1938.18 910944.60

4

RM 400.00 268.32 107328.00

5

Sqm 800.00 47.06 37644.80

6 a) Loading / Unloading of Stone aggregate

Cum 53.64 43.27 2321.00


Tkm 1776.52 4.03 7159.38

b) Loading / Unloading of Stones:-

Cum 1336 43.27 57808.72

ii)Unloading by mechanical means. Cum 1336 8.5 11356.00

Tkm 58995 4.03 237749.85

Cum 328.52 43.27 14215.06


Tkm 5781.82 4.03 23300.73

d) Loading / Unloading of Cement:-

i)Loading by manual means. MT 95 89 8455.00

ii)Unloading by manual means.. MT 95 89 8455.00

Tkm 4655 4.03 18759.65

D Hume pipe Culverts 1000mm dia.

1

Cum 1092.38 162.89 177937.78

2

Cum 102.60 3656.41 375147.67

3

Cum 190.80 2876.18 548775.14


Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11. including form work cost.

Pointing on stone work with cement mortar 1:3 mix. As per drawing and technical specification Clauses 613.3 and 1204.


iii)Haulage from Veerwan for an av. lead of 23 Km.surfaced road. (Qty. 77.24MT)


iii)Haulage from Veerwan for an av. lead of 23 Km.surfaced road. (Qty. 2565 MT)

c) Loading / Unloading of Fine aggregate (Sand).


iii)Haulage from Delina for an av. lead of 11 Km.surfaced road. (Qty.525.62 MT)

iii)Haulage from Pampore for an av. lead of 49 Km.surfaced road. (Qty95 MT)


Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course (PCC grade M-10.) including form work cost.



4

RM 90.00 268.32 24148.80

5

Sqm 238.50 47.06 11222.86

6

a) 1000 mm dia RM 135.00 6798.19 917755.65

7

Cum 270.00 1161.30 313551.00




iii)Loading of stone agg by mechanical means. Cum 94.28 43.27 4079.50

iv)Unloading of stone agg by mechanical means.Cum 94.28 8.50 801.38

v)Loading of sand by mechanical means. Cum 114.88 43.27 4970.86

vi)Unloading of sand agg by mechanical means. Cum 114.88 8.50 976.48

v)Loading of cement by manuall means. MT 37.45 89.00 3333.05


No. 54.00 59.40 3207.60

No. 54.00 284.29 15351.66

vii) Loading of khak bajri by mechanical means. Cum 270.00 22.42 6053.40

viii) Unloading of khak bairi by mech.means. Cum 270.00 8.50 2295.00

Haulage of materials:-

Tkm 9128.01 4.03 36785.88

Tkm 3122.71 4.03 12584.52

Tkm 1819.62 4.03 7333.07

Tkm 1835.05 4.03 7395.25

Tkm 6615.00 4.03 26658.45

Tkm 9439.00 4.03 38039.17

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11. including form work cost.



Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Sandy material)

v)Loading of RCC pipes by mechanical means. (1000mm dia.)

vi)Unloading of RCC pipes by manual means.(1000 mm dia.)

a) Stones from Veerwan for an av. lead of 23 Km.surfaced road. (Qty.396.87 MT)

b) Stone agg. from Veerwan for an av. lead of 23 Km.surfaced road. (Qty.135.77 MT)

c) Sand from Delina for an av. lead of 11 Km.surfaced road. (Qty.165.42 MT)

d) Cement from Pampore for an av. lead of 49 Km.surfaced road. (Qty.37.45 MT)

e) RCC NP3 Pipes from Pampore for an av. lead of 49 Km.surfaced road. (Qty135 MT)

f) Khakbajri from Veerwan for an av. lead of 23 Km.surfaced road. (Qty.410.4 MT)


E Cement Concret Drain:

1

Cum 6298.50 162.89 1025962.67

2

Cum 42.50 3656.41 155397.43

3

Cum 67.50 3712.44 250589.70

a) Loading / Unloading of materials.

i)Loading of stone agg by mechanical means. Cum 99.00 43.27 4283.73

ii)Unloading of stone agg by mech. means. Cum 99.00 8.50 841.50

iii)Loading of sand by mechanical means. Cum 49.50 43.27 2141.87

vi)Unloading of sand agg by mechanical means. Cum 49.50 8.50 420.75

v)Loading of cement by manuall means. MT 31.00 43.27 1341.37


Haulage of materials:-

Tkm 3288.00 4.03 13250.64

Tkm 871.08 4.03 3510.45

Tkm 1512.60 4.03 6095.78

G Road Furniture:

1

No 8.00 9189.74 73517.92

2

No 600.00 44.00 26400.00


Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course (PCC grade M-10.) including form work cost.

Providing concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802,803,1202,1203. (PCC grade M-15 Nominal mix 1:2.5:5 ) including for work cost.

a) Stone agg. from Veerwan for an av. lead of 23 Km.surfaced road. (Qty.142.95 MT)

b) Sand from Delina for an av. lead of 11 Km.surfaced road. (Qty.79.18MT)

c) Cement from Pampore for an av. lead of 49 Km.surfaced road. (Qty.30.87 MT)


Construction of reference pillars as per figure 1600.1(b) as per Drawings and Technical specification clause 1602.1


3

No 7.00 1631.14 11417.98

4

No 114.00 430.24 49047.36

5

No 600.00 150.00 90000.00

6

No 2.00 15000.00 30000.00


H Contractor to quote lump sum rate / amount for each year

Ist year 2nd Year 3rd year 4th. Year 5th Year.

1

2

3

4

5

6

7

8


Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per B68rawing and technical specification Clause 1704.

Construction of back pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.3

Providing and fixing of Citizen Information Board as per drawing and detail of PMGSY (Fig 3 "A")












9

10

11


(In Words.)


(In Words.)


PMGSY Division

Baramulla




Page 36 of 59

Abstract Sopore Mazbug Road

ABSTRACT OF COST for Upgradation of road from Sopore to Mazbug.

P.M.G.S.Y. ( WORLD BANK FUNDED)

TRENCHE-1

Name of Road: Sopore to Mazbug. District: BaramullaLength:5.00 Kms Block: Sopore / Rohama.

Package No. JK03WB03S.No


A SITE CLEARANCE:

1

No. 110.00 105.30 11583.00

2

RM 7000.00 30.50 213500.00

B. Earthen Shoulders:

1

Cum 7921.64 185.95 1473028.96

2

No. 667.00 375.00 250125.00

C Pavements:

1

Sqm 12000.00 8.99 107880.00

Amount (Rs. In lac)

Removal of Telephone / Electric poles with wires including excavation and dismantling of foundation concrete and lines under thye supervision of concerned department, disposal with all lifts upto a lead of 1000m and stacking the serviceable and unserviceable material separately as per technical specification Clause 202.

Dismantling of Barbed Wire fencing / wire meshfencing including posts , foundation concrete back filling of pit by manual means including disposal of dismatled material with all lifts and upto a lead of 1000m , stacking serviceable material and unserviceable material separately as per technical specification Clause 202.


Providing fixing of empty Tar barrels for side protection / road side beautification including filling of earth inside barrels applying lime chat on the out side periphery of drum and fixing of cyprus plants inside the drums.(Complete Job) as per direction of Engineer incharge at site.

Scarifying Existing Bituminous road Surface to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and laed upto 1000 m as per Technical Specification Clause 301.4.

Page 37 of 59


2

Cum 3962.50 749.47 2969774.88

3

Cum 2062.50 1330.45 2744053.13

4

Cum 2062.50 1390.95 2868834.38

5

Sqm 27500.00 31.57 868175.00

Granular sub-base/ surface course with local materials (table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in the form of layers with motor graded on prepared surface mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specifications using naturally occurring gravel.




Page 38 of 59


6

Cum 1375.00 5461.60 7509700.00

7

Sqm 27500.00 9.37 257675.00

8

Sqm 27500.00 108.00 2970000.00

9

Sqm 27500.00 38.51 1059025.00

10 a) Loading / Unloading of G.S.B material.

Cum 3962.50 43.27 171457.38


Tkm 111680.00 4.03 450070.40

11

Cum 2062.50 43.27 89244.38

Cum 2062.50 8.50 17531.25






b)Haulage from Langate for an av. lead of 20 Km. surfaced road (Qty. 5584MT)


i)Loading of stone agg. by mechanical means. (vide item C-3)

ii)Unloading of stone agg by mechanical means.(vide item C-3)

Page 39 of 59


Cum 2062.50 43.27 89244.38

Cum 2062.50 8.50 17531.25

Cum 1375.00 43.27 59496.25

Cum 1375.00 8.50 11687.50

Cum 165.00 43.27 7139.55

Cum 165.00 8.50 1402.50

Cum 1127.50 43.27 48786.93

Cum 1127.50 8.50 9583.75

Cum 330.00 43.27 14279.10

Cum 330.00 8.50 2805.00

xiii)Loading of Tar drums , by Manual means MT 162.08 105.56 17109.16

xiv)Unloading of Tar drums,by Manual means MT 162.08 97.55 15810.90

Tkm 118800.00 4.03 478764.00

Tkm 4755.00 4.03 19162.65

Tkm 9724.80 4.03 39190.94

D Cement Concret Drain:1

Cum 5525.00 162.89 899967.25

2

Cum 97.75 3656.41 357414.08

iii)Loading of stone agg. by mechanical means. (vide item C-4)

iv)Unloading of stone agg by mechanical means.(vide item C-4)

v)Loading of stone agg. by mechanical means. (vide item C-6)

vi)Unloading of stone agg by mechanical means.(vide item C-6)

vii)Loading of fine agg. (Sand) by mechanical means.(vide item C-9)

viii)Unloading by fine agg. (Sand) mechanical means.(vide item C-9)

ix)Loading of stone screening by mechanical means.(vide item C-3 and C-4)

x)Unoading of stone screening by mechanical means.(vide itemC-3 and C-4)

xi)Loading of binding material by mechanical means.

xii)Unoading of binding material by mechanical means.

b) Haulage of Stone aggregate,stone screening, binding material and Tar .

i) Stone aggregate from Tujar for an av. Lead of 15 Km. surfaced road. (7920 MT )

ii) Sand from Seelu for an av. Lead of 15 Km. surfaced road. (317 MT)

iii) Tar from Pampore for an av. Lead of 60 Km. (162.08 MT)

Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom and back filling in trenches with excavated suitable material.

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course PCC grade M-10 , including cost of formwork.

Page 40 of 59


3

Cum 155.25 3712.44 576356.31

4

Cum 227.7 43.27 9852.58

Cum 227.7 8.50 1935.45

Cum 113.85 43.27 4926.29

Cum 113.85 8.50 967.73



Tkm 4918.2 4.03 19820.35

Tkm 2732.4 4.03 11011.57

Tkm 4270.8 4.03 17211.32

E

1

Cum 290.13 162.89 47259.28

2

Cum 33.24 4015.86 133487.19

3

Cum 266.07 4547.84 1210043.79

Providing concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802,803,1202,1203. (PCC grade M-15 Nominal mix 1:2.5:5 ) , including cost of form work.







i) Stone aggregate from Tujar for an av. Lead of 15 Km. surfaced road. (327.88 MT )

ii) Sand from Seelu for an av. Lead of 15 Km. surfaced road. (182.16 MT)

iii) Cement from Pampore for an av. Lead of 60 Km. (71.18MT)

3 Mtr. SPAN RCC DECKED CULVERT: ( 3 No.)Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom and back filling in trenches with excavated suitable material .

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805 ,806,807,1202,1243. (PCC grade M-15 Nominal mix 1:2.5:5 ), including cost of form work.

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805,806,807,1202,1243. (PCC grade M-20 Nominal mix 1:2.4),including cost of form work.

Page 41 of 59


4

Cum 55.11 5218.34 287582.72

5

Ton 5.31 52184.73 277100.92

6

Cum 101.25 1161.31 117582.64

7

Cum 99.90 793.33 79253.67

8

Cum 27.00 1092.62 29500.74

9

RM 54.00 2076.57 112134.78

10

No. 6.00 5613.50 33681.00

11

No. 12.00 367.06 4404.72

12

Cum 50.61 202.40 10243.46

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805,806,807,1202,1243. (RCC grade M-25 Nominal mix 1:2.4),including cost of form work.


Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Sandy material)


P/L of filter media with granular crushed agg. as per specification to athickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall, to the full height , compacted to the firm condition complete as per drawings and technical specification Clause 1204.3.8.

Const. of RCC railing of M-25 grade in cast in situ with 20 mm nominal size aggregate, true to the line and grade , tolerance of vertical railing post not to exceed 1 in 500 , centre- to - centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specification Clause 800,900 and 1208.3,including cost of form work.

Dewatering of foundation trenches as per requirement and directions of engineer incharge at site.

P/F of end pillars 400x400x600 mm size complete job as per drawings and technical specification , relevant clause.

Dismantling rubble stone masonary in cement mortar, of existing structures like culverts bridges retaining walls and other structure comprising of stone masonary incl.disposal of unserviceable material and stacking the serviceable material .with all leads and lifts of 1000mtrs.

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13

Cum 16.20 686.70 11124.54

14

Cum 228.15 43.27 9872.05

Cum 228.15 8.50 1939.28

Cum 159.48 43.27 6900.70

Cum 159.48 8.50 1355.58


vi)Unloading of cement by manual means.MT 138.54 89.00 12330.06

v)Loading of steel by manual means. MT 5.31 95.06 504.77

vi)Unloading of steel by manual means. MT 5.31 95.06 504.77

Tkm 7118.1 4.03 28685.94

Tkm 6889.53 4.03 27764.81

Tkm 3827.4 4.03 15424.42

Tkm 8304 4.03 33465.12

Tkm 318.6 4.03 1283.96

F Pipe Culverts 1000mm dia. ( 8 No. )

1

Cum 491.68 162.89 80089.76

Dismantling reinforced cement concrete of existing damaged structure culverts,bridges retaining walls and other structures comprising of masonary ,cement concrete,wood work,steel work including T & P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts a lead of 1000mtrs as per technical specifications clause202 .

a) Loading / Unloading of Stone aggregate,sand, and Cement, and steel.



b) Haulage of Stone aggregate,Sand and Cement, and steel.

i) Stone / stone soling from Tujar for an av. Lead of 15 Km. surfaced road. (474.54MT )

ii) Stone agg. from Tujar for an av. Lead of 15 Km. surfaced road. (459.3MT )

iii) Sand from Seelu for an av. Lead of 15 Km. surfaced road. (255.16 MT)

iv) Cement from Pampore for an av. Lead of 60 Km. (138.54 MT)

v) Steel from Pampore for an av. Lead of 60 Km. (5.31 MT)


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2

Cum 21.68 4015.86 87063.84

3

Cum 195.84 2876.18 563271.09

4

Cum 50.08 4547.84 227755.83

5

Cum 80.64 793.00 63947.52

6

RM 60.00 6798.19 407891.40

7

RM 39.68 268.38 10649.32

8

Sqm 59.52 47.05 2800.42

9



Cum 65.84 43.27 2848.90

Cum 65.84 8.50 559.64

Cum 98.48 43.27 4261.23

Cum 98.48 8.50 837.08


Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805 ,806,807,1202,1243. (PCC grade M-15 Nominal mix 1:2.5:5 ), including cost of form work.


Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805,806,807,1202,1243. (PCC grade M-20 Nominal mix 1:2.4),including cost of form work.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Boulder pitching)


Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11,including cost of form work.





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Tkm 8626.05 4.03 34762.98

Tkm 1422 4.03 5730.66

Tkm 2363.4 4.03 9524.50

Tkm 2505.6 4.03 10097.57

G Retaining Wall:

1

Cum 61.61 162.89 10035.65

2

Cum 15.4 3656.41 56308.71

3

Cum 113.43 2876.18 326245.10

4

Cum 75.64 1938.18 146603.94

5

Cum 66.01 793.33 52367.71

5

Cum 92.41 1092.62 100969.01

b) Haulage of Stone,Stone aggregate,Sand and Cement.

i) Stone / stone soling from Tujar for an av. Lead of 15 Km. surfaced road. (575.07MT )



iv) Cement from Pampore for an av. Lead of 60 Km. (41.76 MT)


Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course PCC grade M-10,including cost of form work.




P/L of filter media with granular crushed agg. as per specification to athickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall, to the full height , compacted to the firm condition complete as per drawings and technical specification Clause 1204.3.8.

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6

RM 147 268.32 39443.04

7

Cum 347.49 43.27 15035.89

Cum 347.49 8.50 2953.67

Cum 17.03 43.27 736.89

Cum 17.03 8.50 144.76

Cum 45.94 43.27 1987.82

Cum 45.94 8.50 390.49



Tkm 10841.75 4.03 43692.25

Tkm 367.71 4.03 1481.87

Tkm 1102.49 4.03 4443.03

Tkm 583.06 4.03 2349.73

H Road Furniture:

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11,including cost of form work.


i)Loading of stones/granular material by mechanical means.

ii)Unloading of stones/granular material by mechanical means.

i)Loading of stone agg. by mechanical means.ii)Unloading of stone agg by mechanical means.



b) Haulage of Stone,Stone aggregate,Sand and Cement.

i) Stone /granular material from Tujar for an av. Lead of 15 Km. surfaced road. (1182.62MT )



iv) Cement from Pampore for an av. Lead of 60 Km. (15.9MT)

Page 46 of 59


1

No 2.00 9189.74 18379.48

2

No 500.00 44.00 22000.00

3

No 6.00 1631.14 9786.84

4

No 97.00 430.24 41733.28

5

No 500.00 150.00 75000.00

6

No 2.00 15000.00 30000.00


I

Ist year 2nd Year 3rd year 4th. Year 5th Year.

1


Construction of reference pillars as per figure 1600.1(b) as per Drawings and Technical specification clause 1602.1


Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per B68rawing and technical specification Clause 1704.

Construction of back pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.3

Providing and fixing of Citizen Information Board as per drawing and detail of PMGSY (Fig 3 "A")


Contractor to quote lump sum rate / amount for each year



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2

3

4

5

6

7

8

9

10

11


(In Words.)


(In Words.)


PMGSY Division

Baramulla











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5th Year.

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Documents

World Bank Upgradation Abstracts(OLD)