59
Contractor No. of Corrections:- ___ Ex. Engineer Name of work :- Construction of 8 LIG T/s, 8 MIG T/s (out of 8 LIG T/s, 8 MIG T/s, 8 HIG Bunglows & 7 Developed shopping plots) at Chikhaldhara, Dist- Amravati. SUB-WORK - 1 CIVIL WORK :- Work Below Plinth, Work Above Plinth, Water supply & Sanitary Fittings SCHEDULE - B Rate in It. No. Specification No. Quantity Items of Work Figure Words Unit Amount Total Amt. 1 2 3 4 5 6 7 8 WORK BELOW PLINTH 1 Bd.A.1 318.065 104.50 33237.79 Page No. 259 Cum Rupees One Hundred Four & Paise Fifty only Cubic Metre Excavation for foundation in earth ,soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area , stacking and/or spreading as directed, preparing the bed for the foundation and necessary back filling, ramming, watering (including shoring and strutting) etc. complete. (Lift upto 1.5 m.) 2 Bd.A.1 21.760 115.50 2513.28 Page No. 259 Cum Rupees One Hundred Fifteen & Paise Fifty only Cubic Metre Excavation for foundation in earth ,soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area , stacking and/or spreading as directed, preparing bed for the foundation and necessary back filling, ramming, watering (including shoring and strutting) etc. complete. (Lift 1.50 m to 3.00 m.)

Contractor No. of Corrections:- Ex. Engineer · Contractor No. of Corrections:- ___ Ex. Engineer 3 Bd.A.2 58.170 132.00 7678.44 Page No. 259 Cum Rupees One Hundred Thirty Two & Paise

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Contractor No. of Corrections:- ___ Ex. Engineer

Name of work :- Construction of 8 LIG T/s, 8 MIG T/s (out of 8 LIG T/s, 8 MIG T/s, 8 HIG Bunglows & 7 Developed shopping plots) at Chikhaldhara, Dist- Amravati.

SUB-WORK - 1 CIVIL WORK :- Work Below Plinth, Work Above Plinth, Water supply & Sanitary Fittings SCHEDULE - B

Rate in It. No.

Specification No.

Quantity Items of Work Figure Words

Unit Amount Total Amt.

1 2 3 4 5 6 7 8 WORK BELOW PLINTH 1 Bd.A.1 318.065 104.50 33237.79 Page No. 259 Cum

Rupees One Hundred Four & Paise Fifty only

Cubic Metre

Excavation for foundation in earth ,soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area , stacking and/or spreading as directed, preparing the bed for the foundation and necessary back filling, ramming, watering (including shoring and strutting) etc. complete. (Lift upto 1.5 m.)

2 Bd.A.1 21.760 115.50 2513.28 Page No. 259 Cum

Rupees One Hundred Fifteen & Paise Fifty only

Cubic Metre

Excavation for foundation in earth ,soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area , stacking and/or spreading as directed, preparing bed for the foundation and necessary back filling, ramming, watering (including shoring and strutting) etc. complete. (Lift 1.50 m to 3.00 m.)

Contractor No. of Corrections:- ___ Ex. Engineer

3 Bd.A.2 58.170 132.00 7678.44 Page No. 259 Cum

Rupees One Hundred Thirty Two & Paise zero only

Cubic Metre

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 meters beyond the building area and stacking or spreading as directed, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift above 1.5 m.-3.00m)

4 Bd.A.1 16.720 280.50 4689.96 Page No. 259 Cum

Rupees Two Hundred Eighty & Paise Fifty only

Cubic Metre

Excavation for foundation in soft Rock and old cement or lime masonry foundation including removing the excavated material upto distance of 50 meters beyond the building area and stacking as directed, dewatering, including preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift above 1.5 m.-3.00m)

5 407.160 60.50 24633.18

As per I.S. 8944 Sqmt.

Rupees Sixty & Paise Fifty only

Square Metre

Providing Pre-constructional Anti-termite treatment by treating the bottom surface and the sides of excavation at the rate of 3 litres of emulsion concentrate of one percent concentration of CHLORPYRIFOC 20% EC, ISI approved confirming (I.S. 8944), (i.e. by diluting 5 Ltr. of CHLORPYRIFOC 20% EC, with 95 ltr. of water) and spreading by high volume sprayer on one square meter surface area with ten years guarantee bond as per I.S. 6313 (Part-II/ 1971)

Contractor No. of Corrections:- ___ Ex. Engineer

6 56.730 484.00 27457.32 Cum

Rupees Four Hundred Eighty Four & Paise zero

only

As directed by Engineer

in charge

Providing soling using 80 mm. size granite/ quartzite trap metal in 15 cm. layer including hand packing filling voids with sand/grit ramming, watering etc complete.

Cubic Metre

7 12.790 4191.77 53612.74 Cum.

Bd.E. 1/Page No. 287/I.S. 456 (2000)

Rupees Four Thousand One Hundred Ninety One &

Paise Seventy Seven only

Cubic Metre

Providing and laying in situ, cement concreteM-15 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, plywood/steel formwork, compacting, finishing uneven and honeycombed surface curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be allowed.)

8 52.630 3074.22 161796.20 Cum

Bd.E. 1/Page No. 287/I.S. 456 (2000)

Rupees Three Thousand Seventy Four & Paise

Twenty Two only

Cubic Metre

Providing and laying in situ, cement concrete in 1:4:8 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, plywood/steel formwork, compacting, finishing uneven and honeycombed surface curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be allowed.)

Contractor No. of Corrections:- ___ Ex. Engineer

9 40.734 4924.32 200587.25 Cum

Bd.F. 3/Page No. 298/I.S. 456 (2000)

Rupees Four Thousand Nine Hundred Twenty Four &

Paise Thirty Two only

Cubic Metre

Providing and laying in situ cement concrete of M-20 grade of trap / granite/ quartzite / gneiss metal for R.C.C. work in foundations like raft, grillages, strip foundations and footings of R.C.C. columns and steel stanchions including bailing out waste curing and roughening the surface if special finish is to be provided, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface etc. complete. (Excluding reinforcement and structural steel, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be allowed)

10 9.390 6409.32 60183.52 Cum

Bd.F. 5/Page No. 300/I.S. 456 (2000)

Rupees Six Thousand Four Hundred Nine & Paise

Thirty Two only

Cubic Metre

Providing and casting in situ cement concrete of M-20 grade of trap/ granite/ quartzite/ gneiss metal for R.C.C. columns as per detailed design and drawings or as directed, including steel centering, plywood/ steel formwork, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. Including use of plasticizer

Contractor No. of Corrections:- ___ Ex. Engineer

wherever necessary as directed by Engineer (Excluding reinforcement, including cover block). The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)

For Ground floor 11 31.600 6024.32 190368.51 Cum

Rupees Six Thousand Twenty Four & Paise Thirty

Two only

Cubic Metre

Bd.F. 6/Page No. 300/I.S. 456 (2000)

Providing and casting in situ cement concrete M 20 of required grade of trap/ granite/ quartzite/ gneiss metal for R.C.C. Beams & lintels as per detailed design and drawings or as directed including steel centering plywood/ steel formwork compaction finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. Including use of plasticizer wherever necessary as directed by engineer (Excluding reinforcement including cover block) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plaster, tarpaulin etc. (A) including supporting system (steel centering)

For Ground floor

Contractor No. of Corrections:- ___ Ex. Engineer

12 5.800 5694.32 33027.05

BR.-5/ Page no-105 Cum.

Cubic Metre

I.S. 456 (2000)

Rupees Five Thousand Six Hundred Ninety Four &

Paise Thirty Two only

Providing and laying in situ CC M-20 of trap/ granite/ quartzite/ gneiss metal for cut off and curtain walls including plywood/ steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M. 1:3 of sufficient min. thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc complete. (Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (excluding cost of reinforcement) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed)

For Ground floor

13 Bd.F-8 3.260 5639.32 18384.18 P-302 Cum.

Cubic Metre

I.S. 456 (2000)

Rupees Five Thousand Six Hundred Thirty Nine & Paise Thirty Two only

Providing and casting in situ cement concrete of M-20 grade of trap/ granite/ quartzite/ gneiss metal for R.C.C. Slab & landings as per detailed design and drawings or as directed including steel centering plywood/ steel formwork compaction finishing uneven and honeycombed surface with c.m. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided with fan hook box of 2mm thick M. S. Sheet rectangular size 180x100mm

Contractor No. of Corrections:- ___ Ex. Engineer

with required depth with holes or notches as required bottom and top lids of 1.6mm thick M. S. Sheet fixed with 3.5 mm dia round headed screws together with 12mm dia. M.S. bar bent to shape with hooked ends for fan hook and painting to exposed surface and curing etc. complete (Excluding reinforcement including cover block) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plaster, tarpaulin etc. (Wooden centering will not be allowed)

For Ground floor

14 78.000 82.50 6435.00 Kgs.

Rupees Eighty Two & Paise Fifty only

As directed by Engineer

in charge.

Supplying water proofing compound of approved manufacturer at the site of work, including transportation, lift & lead etc complete.

Kilogram

15 7.582 55550.00 421180.10

Bd.F.17 Page No. 306 M.T.

Rupees Fifty Five Thousand Five Hundred Fifty & Paise

zero only

Metric Ton.

Providing and fixing in position Reinforcement of various diameters for R.C.C. pile caps, footings, Foundations, Slabs, beams and Column, Canopies, Staircases, newels, Chajjas, lintels, pardies, coping, fins, arches etc. as per detailed design and drawing and schedules including cutting, bending , hooking the bars binding with wires or tack welding and supporting as required completed. a) Mild steel / HYSD bars (If TMT steel is to be used prior permission from S.E. should

Contractor No. of Corrections:- ___ Ex. Engineer

be taken) For Ground floor 16 80.920 660.00 53407.20 Sqmt.

As directed by Engineer

in charge.

Rupees Six Hundred Sixty & Paise zero only

Square Metre

Providing and applying water proofing treatment to vertical surface of brick and RCC wall, elevated and overhead RCC/ brick water tanks and sumpwell etc. in all directions by using standard acrylic copolymer coating of Roff Hyguard, Monopol 456 or equivalent in two coats including cleaning surface by wire brush, washing and drying including covering guarantee of 10 years on court stamp paper of Rs. 100/- and as directed by Engineer in charge etc. complete.

17 12.000 175.34 2104.08 Sqmt.

As directed by Engineer

in charge.

Rupees One Hundred Seventy Five & Paise Thirty

Four only

Square Metre

Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1 : 3 including using approved water proofing compound in specified proportion as per manufactures specification for per bag of cement including levelling, using and covering 10 years guarantee of court fee stamp paper of Rs 100/- including ponding test etc complete.

18 71.320 17.60 1255.23 Sqmt.

Rupees Seventeen & Paise Sixty only

Bd.L.10/page no.370

Providing neeru finish/ neat cement finish to plastered surfaces in all positions including scaffolding and curing etc complete.

Square Metre

19 2 1100.00 2200.00 Nos.

Rupees One Thousand One Hundred & Paise zero only

Number

As directed by Engineer

in charge.

Providing & fixing reinforced cement concrete round cover in M-20 grade of 7.5 cm thick over manhole and inspection chamber including mild steel

Contractor No. of Corrections:- ___ Ex. Engineer

reinforcement etc complete. (1.25 m dia) (Prior approval of sample and brand by Ex. Engineer is necessary before use)

20 2 880.00 1760.00 Nos.

Number

As directed by Engineer-

in-charge.

Providing and fixing reinforced cement concrete cover in M-20 grade of 7.5cm thick over manhole and inspection chamber including mild steel reinforcement, curing testing etc. complete. (1.15 m x 0.6 m. size) (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

Rupees Eight Hundred Eighty Paise zero only

21 Bd.E-4 3.440 4521.77 15554.89 P-289 Cum

Rupees Four Thousand Five Hundred Twenty One & Paise Seventy Seven only

Cubic Metre

I.S. 456 (2000)

Providing and casting in situ C.C. M-15 of trap/ granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/ steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The cement mortar 1:3 plaster is considered for rendering uneven & honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed).

22 7.370 236.86 1745.66

Bd.M.6/Page No.381 Sqmt.

Rupees Two Hundred Thirty Six & Paise Eighty Six

only

Square Metre

Providing and laying cement concrete flooring 50 mm thick with 1:2:4 cement concrete laid to proper level and slope in alternate bays, including compacting, PVC/ Glass/Aluminum strips at joints, marking lines to give appearance of tiles of

Contractor No. of Corrections:- ___ Ex. Engineer

30 cm x 30 cm or other size laid diagonally/square etc. finishing smooth (with extra cement) in any colour as directed and curing complete.

23 30.480 4179.26 127383.84

Bd.G.1 Page No. 313 Cum

Rupees Four Thousand One Hundred Seventy Nine &

Paise Twenty Six only

Cubic Metre

Providing 2 nd class Burnt Brick masonry with conventional / IS type bricks in cement mortar 1 : 6 in foundation and plinth of inner walls/ in plinth of external walls including bailing out water, striking joints on unexposed faces, racking out joints on exposed faces and watering complete.

For Ground floor

24 137.040 285.54 39130.40

Bd.A.11 Page No. 263 Cum

Rupees Two Hundred Eighty Five & Paise Fifty

Four only

Filling in plinth and floors with contractors approved material / murum / stone dust in 15cm. to 20cm. layers including watering and compaction complete.

Cubic Metre

25 2 676.50 1353.00

Bd.V.46/ Page No.576 Nos.

Number

Providing soak pit of size 120 cm x 120 cm x 120 cm including excavating and filling with brick bats as per drawing etc. complete.

Rupees Six Hundred Seventy Six & Paise Fifty

only

TOTAL WORK BELOW PLINTH 1491678.82 WORK ABOVE PLINTH :-

26

Bd.F. 5/Page No. 300/I.S. 456 (2000)

Providing and casting in situ cement concrete of M-20 grade of trap / granite/ quartzite/ gneiss metal for R.C.C. columns

Contractor No. of Corrections:- ___ Ex. Engineer

as per detailed design and drawings or as directed, including steel centering, plywood/ steel formwork, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. Including use of plasticizer wherever necessary as directed by Engineer (Excluding reinforcement, including cover block). The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)

15.235 For Ground floor 6409.32 97645.99 Cum

Rupees Six Thousand Four Hundred Nine & Paise

Thirty Two only

Cubic Metre

16.613 For First floor 6569.82 109144.42

Cum

Rupees Six Thousand Five Hundred Sixty Nine & Paise

Eighty Two only

Cubic Metre

27

Bd.F. 6/Page No. 300/I.S. 456 (2000)

Providing and cast in situ cement concrete of M20 grade of trap/ granite/ quartzite/ gneiss metal for R.C.C. Beams & lintels as per detailed design and drawings or as directed including steel centering plywood/ steel formwork compaction finishing uneven and honeycombed surface with C.M. 1:3 of sufficient

Contractor No. of Corrections:- ___ Ex. Engineer

minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. Including use of plasticizer wherever necessary as directed by engineer (Excluding reinforcement including cover block) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plaster, tarpaulin etc. (Wooden centering will not be allowed)

37.270 For Ground floor 6024.32 224526.41 Cum

Rupees Six Thousand Twenty Four & Paise Thirty

Two only

Cubic Metre

41.540 For First floor 6174.32 256481.25

Cum

Rupees Six Thousand One Hundred Seventy Four &

Paise Thirty Two only

Cubic Metre

28

Bd.F.8 Page No. 302/

IS:456 (2000)

Providing and casting in situ cement concrete of required grade of trap/ granite/ quartzite/ gneiss metal for R.C.C. Slab & landings as per detailed design and drawings or as directed including steel centering plywood/ steel formwork compaction finishing uneven and honeycombed surface with c.m. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided with fan hook box of 2mm thick M. S. Sheet rectangular size 180x100mm with required depth with holes or notches

Contractor No. of Corrections:- ___ Ex. Engineer

as required bottom and top lids of 1.6mm thick M. S. Sheet fixed with 3.5 mm dia round headed screws together with 12mm dia. M.S. bar bent to shape with hooked ends for fan hook and painting to exposed surface and curing etc. complete (Excluding reinforcement including cover block) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plaster, tarpaulin etc.(Wooden centering will not be allowed)

a) For C.C. M-20 42.148 For Ground floor 5639.32 237686.06 Cum

Rupees Five Thousand Six Hundred Thirty Nine & Paise Thirty Two only

Cubic Metre

44.875 For First floor 5778.82 259324.55 Cum

Rupees Five Thousand Seven Hundred Seventy

Eight & Paise Eighty Two only

Cubic Metre

29

Bd.F.13/Page No.305/I.S. 456 (2000)

Providing and casting in situ cement concrete of required grade of trap / quartzite / granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening

Contractor No. of Corrections:- ___ Ex. Engineer

the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) (Wooden centering will not be allowed)

a) For C.C. M-20 2.832 For Ground floor 6464.32 18306.95 Cum

Rupees Six Thousand Four Hundred Sixty Four & Paise

Thirty Two only

Cubic Metre

2.832 For First floor 6626.32 18765.74 Cum

Rupees Six Thousand Six Hundred Twenty Six & Paise Thirty Two only

Cubic Metre

30

Bd.F.9/Page No.303/I.S. 456 (2000)

Providing and casting in situ cement concrete of required grade of trap/ quartzite / granite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, plywood/steel formwork, steel props, compaction finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by

Contractor No. of Corrections:- ___ Ex. Engineer

gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed

a) For C.C. M-20 1.288 For Ground floor 6574.32 8467.72 Cum

Rupees Six Thousand Five Hundred Seventy Four &

Paise Thirty Two only

Cubic Metre

1.460 For First floor 6739.32 9839.41 Cum

Rupees Six Thousand Seven Hundred Thirty Nine & Paise Thirty Two only

Cubic Metre

31

Bd.F.11/Page No.304/I.S. 456 (2000)

Providing and casting in situ cement concrete of required grade of trap/ granite/ gneiss / quartzite metal for R.C.C. pardi 75 mm thick including steel centering, plywood/ steel formwork, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening them if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) (Wooden centering will not be allowed)

a) For C.C. M-20 1.674 For Ground floor 8444.32 14135.79 Cum

Rupees Eight Thousand Four Hundred Forty Four &

Paise Thirty Two only

Cubic Metre

Contractor No. of Corrections:- ___ Ex. Engineer

1.810 For First floor 8660.32 15675.18 Cum

Rupees Eight Thousand Six Hundred Sixty & Paise

Thirty Two only

Cubic Metre

32

Bd.F.17 Page No. 306

Providing and fixing in position Reinforcement of various diameters for R.C.C. pile caps, footings, Foundations, Slabs, beams and Column, Canopies, Staircases, newels, Chajjas, lintels, pardies, coping, fins, arches etc. as per detailed design and drawing and schedules including cutting, bending , hooking the bars binding with wires or tack welding and supporting as required completed. a) Mild steel / HYSD bars (If TMT steel is to be used prior permission from S.E. should be taken)

8.040 For Ground floor 55550.00 446622.00 M.T.

Rupees Fifty Five Thousand Five Hundred Fifty & Paise

zero only

Metric Ton.

8.730 For First floor 56055.00 489360.15 M.T.

Rupees Fifty Six Thousand Fifty Five& Paise zero only

Metric Ton.

33

Bd.G.5 Page No. 315

Providing second class Burnt Brick masonry with conventional/ IS type bricks in cement mortar 1 : 6 in superstructure including striking joints, racking out joints, watering and scaffolding complete.

107.159 For Ground floor 4289.26 459632.81 Cum

Rupees Four Thousand Two Hundred Eighty Nine &

Paise Twenty Six only

Cubic Metre

150.618 For First floor 4395.76 Rupees Four Thousand Cubic 662080.58

Contractor No. of Corrections:- ___ Ex. Engineer

Cum

Three Hundred Ninety Five & Paise Seventy Six only

Metre

34

Bd.G.7 Page No. 316

Providing second class Burnt Brick masonry with conventional/ IS type bricks in cement mortar 1:4 in half brick thick wall including 75 mm thick band in CC 1:2:4 after every eleventh layer with mild steel longitudinal reinforcement of 2 bars of 8 mm diameter, scaffolding, racking out joints and watering etc complete. (The CC band to be provided along with M.S. reinforcement.)

200.822 For Ground floor 628.25 126166.42 Sqmt.

Rupees Six Hundred Twenty Eight & Paise

Twenty Five only

Square Metre

198.342 For First floor 644.15 127762.00 Sqmt.

Rupees Six Hundred Forty Four & Paise Fifteen only

Square Metre

35

Bd.E.3 Page No.

288/IS.456 (2000)

Providing and casting in situ cement concrete M-15 of trap/ granite/ quartzite/ gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting roughening them if special finish is to be provided finishing uneven and honeycombed surface curing etc. complete. The cement mortar 1 : 3 plaster is considered for rendering uneven and honeycombed surface. Newly laid concrete shall be covered by gunny bag, plastic,

Contractor No. of Corrections:- ___ Ex. Engineer

tarpaulin etc (Wooden centering will not be allowed. )

3.61 For First floor 4629.77 16713.47 Cum

Rupees Four Thousand Six Hundred Twenty Nine & Paise Seventy Seven only

Cubic Metre

36

Bd.L.1 Page No. 367

Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing.

364.09 For Ground floor 96.08 34981.76 Sqmt.

Rupees Ninety Six & Paise Eight only

Square Metre

385.88 For First floor 98.63 38059.34 Sqmt.

Rupees Ninety Eight & Paise Sixty Three only

Square Metre

37

Bd.L.2 Page No. 368

Providing internal cement plaster 12mm thick in a single coat in cement mortar 1:5 without neeru finish to concrete or brick surface in all positions including scaffolding and curing complete.

1080.32 For Ground floor 131.67 142245.73 Sqmt.

Rupees One Hundred Thirty One & Paise Sixty Seven

only

Square Metre

1070.37 For First floor 135.12 144628.39

Sqmt. Rupees One Hundred Thirty

Five & Paise Twelve only

Square Metre

38 290.34 24.20 7026.23

Bd.L.10/ Page No.370 Sqmt.

Providing neeru finish/ neat cement finish to plastered surfaces for ceiling.

Rupees Twenty Four & Paise Twenty only

Square Metre

Contractor No. of Corrections:- ___ Ex. Engineer

39 771.81 17.60 13583.86

Bd.L.10/ Page No.370 Sqmt.

Providing neeru finish/ neat cement finish to plastered surfaces in all positions including scaffolding and curing etc. complete.

Rupees Seventeen & Paise

Sixty only Square Metre

40 1774.37 44.00 78072.28 Sqmt.

Rupees Forty Four & Paise zero only

As directed by Engineer-

in-charge.

Square Metre

Providing and applying putty to old / new plastered surfaces in two coats to receive approved paint in all positions including all materials, labour scaffolding and curing etc. complete.

41 2836.520 29.70 84244.64

Bd.P.5 Page No. 413 Sqmt.

Rupees Twenty Nine & Paise Seventy only

Square Metre

Providing and applying washable oil bound distemper of approved colour and shed to old and new surface in two coats including scaffolding preparing the surface (excluding the primer coat ) complete.

42

Bd.L.7/ Page No. 369

Providing sand faced plaster for external portion in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base coat of 15 mm. thick in C.M. 1:4 using water proofing compound at 1 kg per cement bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by taking out grains, making grooves and curing for fourteen days scaffolding etc. complete.

Contractor No. of Corrections:- ___ Ex. Engineer

535.870 For Ground floor 297.96 159667.82 Sqmt.

Rupees Two Hundred Ninety Seven & Paise

Ninety Six only

Square Metre

829.837 For First floor 305.91 253855.44 Sqmt.

Rupees Three Hundred Five & Paise Ninety One only

Square Metre

43

Bd.O.8/ Page No. 406

Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. (Sample and brand is to be got approved from Ex. Engineer before use)

212.390 For Ground floor 51.70 10980.56 Sqmt.

Rupees Fifty One & Paise Seventy only

Square Metre

336.741 For First floor 53.11 17884.31 Sqmt.

Rupees Fifty Three & Paise Eleven only

Square Metre

44

As directed by Engineer-

in-charge.

Providing and applying two coat of polymer based external weather proof paint of standard manufacture like apex from Asian paint. Excel from Nerolac paint of approved colour to the plastered surface including scaffolding if necessary, cleaning and preparing the surface etc for specified buildings complete. (including primer coat) (Prior specific permission of S.E. shall be obtained before inclusion of this item in the estimate)

Contractor No. of Corrections:- ___ Ex. Engineer

323.480 For Ground floor 110.00 35582.80 Sqmt.

Rupees One Hundred Ten & Paise zero only

Square Metre

493.096 For First floor 113.00 55719.85 Sqmt.

Rupees One Hundred Thirteen &Paise zero only

Square Metre

45

Bd.M. 14/ Page no. 386.

Providing and Laying white cement base marble mosaic tile 25 cm x 25 cm x 20 mm thick of approved colour and pattern with whiter and coloured marble chips upto maximum size 6 mm for flooring in required position set on bed of C.M.1:6 including neat cement float, filling joint with neat coloured cement slurry, curing, polishing and rubbing complete.

90.840 For Ground floor 524.43 47639.22 Sqmt.

Rupees Five Hundred Twenty Four & Paise Forty

Three only

Square Metre

90.840 For First floor 538.38 48906.44 Sqmt.

Rupees Five Hundred Thirty Eight & Paise Thirty

Eight only

Square Metre

46

Bd.M. 15/ Page no. 387.

Providing and Laying white cement base marble mosaic tile 25 cm x 25 cm x 20 mm thick of approved colour and pattern with whiter and coloured marble chips upto maximum size 6 mm/ 12mm/ 20 mm for Dado and skirting in required position after making the wall portion to required level with C.M.1:4 and fixing tiles with readymade adhesive including neat cement float, filling joint with neat

Contractor No. of Corrections:- ___ Ex. Engineer

coloured cement slurry, curing, polishing and rubbing complete.

11.970 For Ground floor 568.43 6804.11 Sqmt.

Rupees Five Hundred Sixty Eight & Paise Forty Three

only

Square Metre

11.970 For First floor 583.58 6985.45 Sqmt.

Rupees Five Hundred Eighty Three & Paise Fifty

Eight only

Square Metre

47

As directed by Engineer-

in-charge.

Providing and Laying vitrified tiles of approved make and quality of required size (600mm x 600 mm) and thickness for flooring in required position laid on bed of C.M.1:4 including cement float, filling joint with white / colour cement slurry, cleaning, curing, complete.

175.230 For Ground floor 1317.61 230884.80 Sqmt.

Rupees One Thousand Three Hundred Seventeen &

Paise Sixty One only

Square Metre

175.230 For First floor 1329.51 232970.04 Sqmt.

Rupees One Thousand Three Hundred Twenty

Nine & Paise Fifty One only

Square Metre

48

As directed by Engineer-

in-charge.

Providing and fixing vitrified tiles of approved make and quality of required size (600 mm x600 mm) for dado and skirting in required position with ready made adhesive mortar of approved quality in required position after making the wall portion in level in plaster of C.M. 1:4 including joint filling with white/colour cement slurry cleaning curing complete.

19.540 For Ground floor 1361.47 Rupees One Thousand Square 26603.12

Contractor No. of Corrections:- ___ Ex. Engineer

Sqmt.

Three Hundred Sixty One & Paise Forty Seven only

Metre

19.540 For First floor 1373.80 26844.05 Sqmt.

Rupees One Thousand Three Hundred Seventy

Three & Paise Eighty only

Square Metre

49

As directed by Engineer-

in-charge.

Providing and Laying ceramic tiles of approved quality, required size and 5.5.mm thickness for flooring in required position laid on bed of C.M.1:4 including cement float, filling joint with white / colour cement slurry, cleaning, curing, complete.

31.530 For Ground floor 943.61 29752.02 Sqmt.

Rupees Nine Hundred Forty Three & Paise Sixty One

only

Square Metre

31.530 For First floor 952.11 30020.03 Sqmt.

Rupees Nine Hundred Fifty Two & Paise Eleven only

Square Metre

50

As directed by Engineer-

in-charge.

Providing and fixing ceramic tiles of approved quality, required size and 5.5.mm thickness for dado and skirting in required position with ready made adhesive mortar of approved quality in required position after making the wall portion in level in plaster of C.M. 1:4 including joint filling with white/colour cement slurry cleaning curing complete.

153.020 For Ground floor 995.17 152280.91 Sqmt.

Rupees Nine Hundred Ninety Five & Paise

Seventeen only

Square Metre

153.020 For First floor 1004.17 Rupees One Thousand Four Square 153658.09

Contractor No. of Corrections:- ___ Ex. Engineer

Sqmt. & Paise Seventeen only

Metre

51

Bd.M.3/Page No.380

Providing and laying hand cut polished Kotah stone of size 0.6 m x0.6 m for Flooring 20 mm to 25 mm thick diamond pattern on a bed of C.M. 1:6 including cement float, filling joints with neat cement slurry, curing rubbing, polishing and cleaning complete.

22.820 For Ground floor 874.27 19950.84 Sqmt.

Rupees Eight Hundred Seventy Four & Paise Twenty Seven only

Square Metre

20.730 For First floor 897.82 18611.81 Sqmt.

Rupees Eight Hundred Ninety Seven & Paise Eighty

Two only

Square Metre

52

Bd.M.5/ Page No.381

Providing and fixing in required position skirting or dado of polished Kotah stone slab 20 mm to 25 mm thick and required width after making the wall portion to required level with C.M. 1:4 and fixing tiles with readymade adhesive including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.

2.250 For Ground floor 890.77 2004.23 Sqmt.

Rupees Eight Hundred Ninety & Paise Seventy

Seven only

Square Metre

2.080 For First floor 914.77 1902.73 Sqmt.

Rupees Nine Hundred Fourteen & Paise Seventy

Square Metre

Contractor No. of Corrections:- ___ Ex. Engineer

Seven only

53

Bd.M. 22/ Page No. 390

Providing and laying polished Kotah stone slab 20 mm to 25 mm thick for treads and risers of steps and staircases , with rounded nosing and groove at edge for the treads, on a bed of C.M. 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.

16.300 For Ground floor 879.77 14340.25 Sqmt.

Rupees Eight Hundred Seventy Nine & Paise Seventy Seven only

Square Metre

16.300 For First floor 903.47 14726.56 Sqmt.

Rupees Nine Hundred Three & Paise Forty Seven

only

Square Metre

54

Bd.M.29/

Page No.391

Providing sills of polished Kaddappa stone 20mm to 25mm thick, on a bed of cement mortar 1:4 including cement float, filling joints with slurry, curing, polishing, rounding edges, cleaning complete.

10.490 For Ground floor 604.77 6344.04 Sqmt.

Rupees Six Hundred Four & Paise Seventy Seven only

Square Metre

10.490 For First floor 620.97 6513.98 Sqmt.

Rupees Six Hundred Twenty & Paise Ninety

Seven only

Square Metre

55

As directed by Engineer-

in-charge.

a) Providing and fixing granite of best quality for flooring of approved colour and feature 18 mm to 20 mm thick in

Contractor No. of Corrections:- ___ Ex. Engineer

required position with ready made adhesive mortar of approved quality including joint filling with coloured cement slurry cleaning, curing etc. complete . (Prior permission of S.E. is to be obtained before inclusion of this item in the estimate)

10.320 For Ground floor 3310.77 34167.15 Sqmt.

Rupees Three Thousand Three Hundred Ten & Paise

Seventy Seven only

Square Metre

10.320 For First floor 3400.77 35095.95 Sqmt.

Rupees Three Thousand Four Hundred & Paise

Seventy Seven only

Square Metre

56 389.35 560.16 218098.29 Sqmt.

Rupees Five Hundred Sixty & Paise Sixteen only

Square meter

As directed by Engineer-

in-charge.

Providing cement based water proofing treatment to terrace (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fibre at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with

Contractor No. of Corrections:- ___ Ex. Engineer

approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee on court fee stamp paper of Rs. 100/- including ponding test etc. complete.

57

As directed by Engineer-

in-charge.

Providing water proofing in W.C. and Bath including B.B. coba in all position consisting of specialised approved water-proofing compound and materials as per manufacturers specifications and covering 10 years guarantee of court fee stamp paper of Rs 100/- including all lead, lift and ponding test etc complete.

7.670 For Ground floor 3519.26 26992.72 Cum.

Rupees Three Thousand Five Hundred Nineteen &

Paise Twenty Six only

Cubic Metre

7.670 For First floor 3604.76 27648.51 Cum.

Rupees Three Thousand Six Hundred Four & Paise

Seventy Six only

Cubic Metre

58 107.720 1402.50 151077.30

Bd.U.1/Page No.537 Sqmt.

Rupees One Thousand Four Hundred Two & Paise Fifty

only

Square Metre

Providing and fixing mild steel grill work for windows, ventilators, etc. required kg/sqm as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete.

a) --------- do ---------- 20 Kg/Sqm.

Contractor No. of Corrections:- ___ Ex. Engineer

59 31.200 3135.00 97812.00

Bd.T.53 / Page No.509 Sqmt.

Rupees Three Thousand One Hundred Thirty Five

only

Square Metre

Providing and fixing steel windows of various sizes as per detailed drawings with welded square bars 12 mm at 10cm centre to centre without hot dip Zinc coating without/ with ventilator including fabrication, glazing with non-acetinic/ plain/ obscured glass panels of approved type and quality, all fixtures and fastenings without teak wood boxing, and architraves and finishing with one coat of primer & two coats of oil painting etc. complete. (Sample to be got approved from Ex. Engineer before use)

60 7.200 3850.00 27720.00 Sqmt.

As directed by Engineer-

in-charge.

Rupees Three Thousand Eight Hundred Fifty &Paise

zero only

Square Metre

Supplying and fixing in position aluminium extruded section Two track sliding windows upto 1.2 metre height, outer frame made from section of over all size 62 mm x 45 mm, bottom section with or without drain section, track weighing 0.90 kg per metre and top and side section weighing 0.838 kg per running metre with shutter or sections made of 19 mm x 40 mm size having average weight of 0.6 kg per running metre(or as required size) with change in proportionate weight, with 5.00 mm selected quality plain sheet glass fixed with new neoprene gasket shutters to be provided with nylon encased stainless rollers, necessary locks and handles complete. (As per Architect's drawing no. Job No. T-

Contractor No. of Corrections:- ___ Ex. Engineer

MISC/5000 Drg.No.22 dated 3.2.1992) 61 28.800 4169.00 120067.20 Sqmt.

As directed by Engineer-

in-charge.

Rupees Four Thousand One Hundred Sixty Nine &Paise

zero only

Square Metre

Supplying and fixing in position anodised aluminium Three track sliding windows, outer frame made from section of over all size 92 mm x 45 mm, bottom section with drain section, track weighing 0.90 kg per metre and top and side section weighing 0.838 kg per running metre with shutter or sections made of 19 mm x 40 mm size having average weight of 0.6 kg per running metre(or as required size) with change in proportionate weight, with 5.5. mm selected quality plain sheet glass fixed with new neoprene gasket shutters to be provided with nylon encased stainless rollers, necessary locks and handles complete. (As per Architect's drawing no. Job No. T- MISC/5000 Drg.No.22 dated 3.2.1992)

62 8.640 3971.00 34309.44 Sqmt.

As directed by Engineer-

in-charge.

Rupees Three Thousand Nine Hundred Seventy One

& Paise zero only

Square Metre

Providing and fixing in position anodised alluminium louvered windows/ ventilators of various sizes with powder coating as per detailed drawings and specifications including aluminium frames 80 x 38 mm box type 5 mm thick sheet glass louvers, clips / rubber plain P.V.C. gaskets of approved quality etc. complete. (Sample to be got approved from Ex. Engineer before use)

63 As directed 301.200 Providing & fixing factory made precast 302.50 Rupees Three Hundred Two Running 91113.00

Contractor No. of Corrections:- ___ Ex. Engineer

Rmt. & Paise Fifty only

by Engineer- in-charge.

Metre

door/ window frames of C.C. M-40 grade of section 100 mm x 60 mm including reinforcement as per I.S. 6523 with polymeric blocks having screw holding capacity of 250 Kg/ screw fixed in position in RCC frame as per requirement and as per specifications without fanlight including holdfasts, carting and erecting in position and two coats of oil paint etc. complete.

64 0.540 91300.00 49302.00

Bd.T.2 / Page No. 478 Cum.

Rupees Ninety One Thousand Three Hundred &

Paise zero only

Cubic Metre

Providing and fixing country teak wood frame 60 mm x 100 mm for second class doors with/without ventilator windows and windows fan light and clear storey windows including all mouldings, chamfering, rounding, and abutting holdfasts and finishing with one coat of primer etc. complete. (Only for exterior doors)

65 18.800 247.50 4653.00 Sqmt.

Rupees Two Hundred Forty Seven & Paise Fifty only

As directed by Engineer-

in-charge.

Square Metre

Providing and applying Melamine polish of required glossy/ mat finish to wood work by spray machine including knotting and preparing the surface by scrapping, applying, polishing, scaffolding, if required etc. complete. (a) on new surface)

66 84.420 3652.00 308301.84 Sqmt.

As directed by Engineer-

in-charge.

Rupees Three Thousand Six Hundred Fifty Two &Paise

zero only

Square Metre

Providing & fixing factory made solid core flush door 35 mm thick (I.S. 2202-1962 Revised 1966) in single leaf 35 mm thick with glazed ventilator commercial type of exterior of seasoned wood frame 60 mm x

Contractor No. of Corrections:- ___ Ex. Engineer

100 mm with approved commercial ply wood facing wrought iron hold fast, mat finish stainless steel fixtures and fastenings ,finishing with 3 coats of oil painting etc. complete. (Sample to be got approved from Ex. Engineer before use).

67 50.400 2574.00 129729.60 Sqmt.

As directed by Engineer-

in-charge.

Rupees Two Thousand Five Hundred Seventy Four &

Paise zero only

Square Metre

Providing & fixing of approved make solid Panel of 29mm thick PVC single leaf door shutter of approved colour and design made out of rigid PVC hollow section shutter frame in configuration of A section of size 50mm x 29mm as vertical styles, top & bottom Machine cut and panel in fill of single panel multi chambers hollow plastic section of size 25mm x 750mm. with solid polymetric 'L' corner reinforcement holding brackets and solid polymetric reinforcement fillers for holding hinges, aldrops, latch, tower bolts, etc. remaking damaged surface etc. compete.

68 14.020 1650.00 23133.00 Sqmt.

As directed by Engineer-

in-charge.

Rupees One Thousand Six Hundred Fifty &Paise zero

only

Square Metre

Providing & Fixing mild steel grill railing weighing 20 Kg/ Sqmt of rectangular hollow sections with PVC handrail covering as per drawing including newel posts for staircases, drilling holes in concrete/ other surfaces, fabricating, fixtures, erecting grill work, necessary welding, fixing by nuts and bolts, fixing PVC handrail cover, with one coat of anti-corrosive paint and two coats of oil painting with approved colour and shade, remaking good the damaged surface,

Contractor No. of Corrections:- ___ Ex. Engineer

cleaning etc. complete.

69 74.850 569.08 42595.64

Bd.F.20/ Page No. 307 Sqmt.

Rupees Five Hundred Sixty Nine & Paise Eight only

Square Metre

Providing and fixing in position after hoisting Precast 1:2 cement mortar reinforced Jali 80 mm thick of approved design on both sides fixing in cement mortar 1:3 and curing complete. (with 3 mm dia. mild steel bar reinforcement)

70 8.000 2530.00 20240.00

Bd.T.57/ Page No. 511 Sqmt.

Rupees Two Thousand Five Hundred Thirty & Paise

zero only

Square Metre

Providing and fixing Collapsible Steel Gates in two leaves with channel pickets, pivoted flat bars, including top and bottom guides, rollers, stoppers, handles, all fittings, accessories, locking arrangement and one coat of red lead primer and two coats of oil painting etc. complete.

TOTAL WORK ABOVE PLINTH :- Rs. 7194669.27

INTERNAL WATER SUPPLY AND SANITARY ARRAGEMENT

71

Bd.V.5/Page No.551

Providing and fixing on walls/ ceiling/ floors, medium grade G.I. pipe (type) having embossed ISI Mark on it, of required diameter with screwed sockets, joints, necessary galvanised iron fittings such as sockets, back nuts, elbows, bends, tees, reducers, enlargers, plugs, clamps etc.

Contractor No. of Corrections:- ___ Ex. Engineer

including necessary drilling holes in walls, slabs etc. and remaking good the demolished portion to restore the same in original condition neatly and providing and applying anticorrosive primer and two coats of oil painting, testing, etc. complete. (Prior approval of sample by Ex. Engineer is necessary before use.)

a 144.000 15 mm dia 200.20 28828.80 Rmt.

Rupees Two Hundred & Paise Twenty only

Running Metre

b 72.000 20 mm dia 242.00 17424.00 Rmt.

Rupees Two Hundred Forty Two only

Running Metre

c 72.000 25 mm dia 280.50 20196.00 Rmt.

Rupees Two Hundred Eighty & Paise Fifty only

Running Metre

d 1.000 32 mm dia 341.00 341.00 Rmt.

Rupees Three Hundred Forty One &Paise zero only

Running Metre

e 192.000 40 mm dia 407.00 78144.00 Rmt.

Rupees Four Hundred Seven & Paise zero only

Running Metre

f 30.000 50 mm dia 506.00 15180.00 Rmt.

Rupees Five Hundred Six & Paise zero only

Running Metre

72

Bd.V.5/ Page No. 551

Providing and laying in trenches medium grade (type) galvanised iron pipe having embossed ISI Mark on it, of required diameter with screwed, sockets, joints,

Contractor No. of Corrections:- ___ Ex. Engineer

necessary galvanised iron fittings such as sockets, back nuts, elbows, bends, tees, reducers, enlargers, plugs, clamps etc. including necessary excavation, back filling, fixing with clamps, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

45.000 50 mm dia. 522.50 23512.50 Rmt.

Rupees Five Hundred Twenty Two & Paise Fifty

only

Running Metre

73 48 209.00 10032.00

Bd.V.8/ Page No.554 Nos.

Rupees Two Hundred Nine & Paise zero only

Number

Providing and fixing 15 mm dia. Screw down bib/ stop tap of brass including necessary sockets, union nut, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

74

Bd.V.9/ Page No.555

Providing and fixing screw down of required dia. Wheeled stop tap of brass including necessary sockets, union nut, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

24 25 mm dia 425.70 10216.80 Nos.

Rupees Four Hundred Twenty Five & Paise

Seventy only

Number

8 40 mm dia 827.20 6617.60 Nos.

Rupees Eight Hundred Twenty Seven & Paise

Twenty only

Number

Contractor No. of Corrections:- ___ Ex. Engineer

4 50 mm dia 984.50 3938.00 Nos.

Rupees Nine Hundred Eighty Four & Paise Fifty

only

Number

75

Bd.V.12/ Page No.556

Providing and fixing 100 mm dia. Chromium plated brass showers rose to 15 mm dia. Supply pipe including necessary bend and socket, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

8 For Ground floor 308.00 2464.00 Nos.

Rupees Three Hundred Eight & Paise zero only

Number

8 For First floor 310.80 2486.40 Nos.

Rupees Three Hundred Ten & Paise Eighty only

Number

76

Bd.V.30/ Page No. 565

Providing and fixing Steel sink of size 600 mm x 450 mm x 250 mm ( 1 mm thick) UPVC waste pipe upto outside face of wall, or upto nahani trap cold water chromium plated screw down bib tap, rubber plug and brass chain, making good the damaged surface, etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

8 For Ground floor 2860.00 22880.00 Nos.

Rupees Two Thousand Eight Hundred Sixty &

Paise zero only

Number

8 For First floor 2886.00 23088.00 Nos.

Number

Rupees Two Thousand Eight Hundred Eighty Six &

Paise zero only 77 8800.00 7.15 62920.00

As directed by Engineer- litre

Providing, hoisting and fixing in position of approved make high density

Rupees Seven & Paise Fifteen only

Litre

Contractor No. of Corrections:- ___ Ex. Engineer

in-charge.

polyethylene UV stabilized conforming to I.S.12701, water storage tank with necessary connections, testing etc. complete. (Prior approval of sample by Ex. Engineer is necessary before use.)

78

As directed by Engineer-

in-charge.

Providing and fixing 1st class "Orissa Type" Colour Glazed earthenware 600 x 400 mm. W.C. PAN including `P' or `S' trap, UPVC soil and vent pipe upto the out side face of wall, including 100 mm dia. UPVC plug bend, with flush cock and with necessary fittings and clamps, 20 mm dia. UPVC over flow pipe with mosquito proof coupling, UPVC chain and pulley, painting to cistern and exposed pipes, cutting and making good to the walls and floors, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

4 For Ground floor 3795.00 15180.00 Nos.

Rupees Three Thousand Seven Hundred Ninety Five

&Paise zero only

Number

4 For First floor 3829.50 15318.00 Nos.

Number

Rupees Three Thousand Eight Hundred Twenty Nine & Paise Fifty only

79

As directed by Engineer-

in-charge.

Providing and fixing 1st class "Orissa Type" Colour Glazed earthenware 600 x 400 mm. W.C. PAN including `P' or `S' trap, UPVC soil and vent pipe upto the out side face of wall, including 100 mm dia.

Contractor No. of Corrections:- ___ Ex. Engineer

UPVC plug bend, 10 litre UPVC high level flushing cistern with fittings, inlet pipe with stop tap, brackets, 32 mm dia. UPVC flush pipe with fittings and clamps, 20 mm dia. UPVC over flow pipe with mosquito proof coupling, UPVC chain and pulley, painting to cistern and exposed pipes, cutting and making good to the walls and floors, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

4 For Ground floor 4455.00 17820.00 Nos.

Rupees Four Thousand Four Hundred Fifty Five &Paise

zero only

Number

4 For First floor 4495.50 17982.00 Nos.

Number

Rupees Four Thousand Four Hundred Ninety Five &

Paise Fifty only

80 32 374.00 11968.00 Nos.

Rupees Three Hundred Seventy Four & Paise zero

only

Number

As directed by Engineer-

in-charge.

Providing and fixing 10 cm Rigid PVC Nahani Trap including PVC grating, bend, connecting piece of P.V.C. pipe of required diameter, pipe up to the outside face of the wall, making good the holes and repairs, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

81 48 862.81 41414.88

Bd.V.38/page no.572 Nos.

Providing and fixing 15 cm x 10 cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building

Rupees Eight Hundred Sixty

Two & Paise Eighty one only

Number

Contractor No. of Corrections:- ___ Ex. Engineer

including symet grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with R.C.C. lid and Symet grating for the gully trap, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

82 32 3656.36 117003.52

Bd.V.43/ Page No.574 Nos.

Number

Rupees Three Thousand Six Hundred Fifty Six & Paise

Thirty Six only

Providing and constructing Brick Masonry Inspection Chamber 60 cm x 45 cm including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, Brick Masonry, plastering from inside and air- tight R.C.C. lid with frame fixed in cement concrete, curing, testing etc. complete. a) With Reinforced cement concrete raft in B.C. soil area including cost of reinforcement

83

Bd.V.41/ Page No.573

Providing and Laying Salt glazed pipes of required diameter in proper line, level and slope including fitting such as bends, tees, single, junction , double junction laying ,jointing including excavation PCC 1 : 4 : 8 100 mm thick and refilling trenches etc. complete.

40.000 100 mm dia 282.70 11308.00 Rmt.

Rupees Two Hundred Eighty Two & Paise Seventy

only

Running Metre

109.000 150 mm dia 282.70 30814.30 Rmt.

Rupees Two Hundred Eighty Two & Paise Seventy

Running Metre

Contractor No. of Corrections:- ___ Ex. Engineer

only 84

As directed by Engineer-

in-charge.

Providing and fixing UPVC SOIL/ VENT/ WASTE SWR pipe of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continuous internal hydraulic pressure of 4 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

For Ground floor 8.000 75 mm dia 269.50 2156.00 Rmt.

Rupees Two Hundred Sixty Nine & Paise Fifty only

Running Metre

8.000 110 mm dia 390.50 3124.00 Rmt.

Rupees Three Hundred Ninety & Paise Fifty only

For First floor

Running Metre

40.000 75 mm dia 271.95 10878.00 Rmt.

Rupees Two Hundred Seventy One & Paise Ninety

Five only

Running Metre

90.000 110 mm dia 394.05 35464.50 Rmt.

Rupees Three Hundred Ninety Four & Paise Five

only

Running Metre

85 As directed Providing and fixing in position

Contractor No. of Corrections:- ___ Ex. Engineer

by Engineer- in-charge.

unplasticized poly vinyl-chloride (UPVC) ultra violet rays stabilised 110 mm outer diameter Rain water SWR pipe conforming to I.S. 4985 and I.S.13592, including necessary fittings, such as PVC grating, bends, with door, PVC clamps, horse shoes at bottom, rubber ring and making connections water tight with solvent, cement including making holes in masonry concrete redoing the same in C.M. 1:3, curing, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

42.000 For Ground floor 385.00 16170.00 Rmt.

Rupees Three Hundred Eighty Five & Paise zero

only

Running Metre

39.000 For First floor 388.50 15151.50 Rmt.

Rupees Three Hundred Eighty Eight & Paise Fifty

only

Running Metre

86

Bd.V.30/ Page No.565

Providing and fixing coloured glazed earthenware Wash Hand Basin including cold water pillar tap, cold and hot water pillar taps, brackets, rubber plugs and brass chain, stop tap, chromium plated bottle trap and necessary pipe connection including UPVC waste pipe and trap up to the outside face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

Contractor No. of Corrections:- ___ Ex. Engineer

B) 55 cm x 40 cm a)With cold water pillar tap 4 For Ground floor 2563.00 10252.00 Nos.

Rupees Two Thousand Five Hundred Sixty Three &

Paise zero only

Number

4 For First floor 2586.30 Number 10345.20 Nos.

Rupees Two Thousand Five Hundred Eighty Six & Paise

Thirty only

87 8 264.00 2112.00 Rmt.

Providing and fixing 40 mm dia G.I. Pipe spout (As directed by Engineer- in-charge.)

Rupees Two Hundred Sixty Four & Paise zero only

As directed by Engineer-

in-charge.

Running Metre

TOTAL WATER SUPPLY & SANITARY FITTINGS 712731.00

TOTAL SUB-WORK 1 :- CIVIL WORK 9399079.09 Say 9399079.00

Deputy Engineer Amravati Hsg. & Area Dev. Board Executive Engineer

Amravati Hsg. & Area Dev. Board

Contractor No. of Corrections:- ___ Ex. Engineer

Name of work :- Construction of 8 LIG T/s, 8 MIG T/s (out of 8 LIG T/s, 8 MIG T/s, 8 HIG Bunglows & 7 Developed shopping plots) at

Chikhaldhara, Dist- Amravati.

SUB-WORK - 2 Electrification work :- Internal Electrification & Pumping Machinery

SCHEDULE - B Rate in Sr.

No. Specification

no. Quantity Item of Work

Figure Words Unit Amount

1 2 3 4 5 6 7 8 Internal Electrification 1 208 349.20 72633.60

WG - PW/SW. Points

Point

Rupees Three Hundred Forty Nine & Paise Twenty

only

Point wiring in PVC trunking (casing-capping) with 1.0 Sqm FRLS grade copper wire with flush type switch and required accessories as per specification no WG - PW/SW.

2 112 508.80 56985.60

WG - PW/SW. Points

Point

Rupees Five Hundred Eight & Paise Eighty only

Point wiring for independent plug in PVC trunking (casing-capping) with 1.0 Sqm FRLS grade copper wire with flush type type switch and required accessories as per specification no WG - PW/SW

3 32 90.00 2880.00

WG - PW/SW. Points

Rupees Ninety &Paise zero only

point

Wiring for plug on board with Switch socket with copper wiring and earthing as per specification no WG - PW/SW

4 20 214.80 Each 4296.00

SW-SWR/ BDP. Nos.

Supplying and erecting Bakelite switch surface type/ flush type 32A 250V with indicator lamp as per specification no. SW-SWR/ BDP.

Rupees Two Hundred Fourteen & Paise Eighty

only

Contractor No. of Corrections:- ___ Ex. Engineer

5 24 121.20 2908.80 Nos.

Number

As directed by Engineer

in charge

Rupees One Hundred Twenty One & Paise

Twenty only

Supplying and erecting modular type TV Socket single outlet ISI mark approved make duty erected on provided plate and box with wiring connection complete.

6 24 118.80 2851.20 Nos.

Number

As directed by Engineer

in charge

Rupees One Hundred Eighteen & Paise Eighty

only

Supplying and erecting modular type Telephone socket one gang with safety shutter outlet ISI mark approved make duly erected on provided plate and box with wiring connection complete.

7 16 1051.20 16819.20

SW / SWR/ MCBDB. Nos.

Number

Rupees One Thousand Fifty One & Paise Twenty

only

Supplying and erecting single pole and neutral distribution board ( SPNDB ) surface / flush mounted with 2 ways for incoming and 8 ways for outgoings SP MCB's on iron frame / laminated board as per specification No. SW / SWR/ MCBDB.

8 88 210.00 18480.00

SW / SWR/ MCB. Nos.

Number

Supplying and erecting and making SPMCB 6A to 32 A C-series ( for motor / power) in provided distribution board as per specification No. SW / SWR/ MCB.

Rupees Two Hundred Ten & Paise zero only

9 40 164.40 6576.00 Nos.

Number

As directed by Engineer

in charge

Rupees One Hundred Sixty Four & Paise Forty only

Supplying and erecting ISI mark flush shock proof plug socket 6 pin 6A and 16A with 16A combined unit erected in recess in 16 guage M.S. sheet box duly painted and connected with earth terminal and leads.

10 520.00 90.00 46800.00

WG / MA/ BW. Rmt.

Rupees Ninety & Paise zero only

Supplying and erecting mains with 2 x 4 sq mm FRLS stranded / solid copper PVC insulated wire laid in provided conduit /

RunningMetre

Contractor No. of Corrections:- ___ Ex. Engineer

trunking / inside pole / bus bars of any other places as per specification No. WG / MA/ BW.

11 280.00 64.80 18144.00

WG / MA/ BW. Rmt.

Rupees Sixty Four & Paise Eighty only

Running Metre

Supplying and erecting mains with 2 x 2.5 sq mm FRLS stranded/ solid copper PVC insulated wire laid in provided conduit/ trunking/ inside pole/ bus bars of any other places as per specification No. WG/ MA/ BW.

12 160.00 20.40 3264.00

WG / TW. Rmt.

Rupees Twenty & Paise Forty only

Supplying and erecting telephone cable 2 pairs with 0.5 mm dia laid in provided PVC casing/ conduit as per specification No. WG/ TW.

Running Metre

13 18 385.20 6933.60 Nos.

Number

As directed by Engineer

in charge

Rupees Three Hundred Eighty Five & Paise

Twenty only

Supplying and erecting and making double pole isolator only switch version of miniature circuit breaker (conforming to IS 8828 of 1996) of 40 A with required wiring connections and lugs etc in provided distribution board.

14 375.00 211.20 79200.00

CB - LT/CU. Rmt.

Rupees Two Hundred Eleven & Paise Twenty

only

Running Metre

Supplying and erecting PVC armoured cable 2 core 4 sqmm copper conductor continuous 5.48 Sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs on wall/ trusses/ pole or laid in provided trench/ pipe as per specification No. CB - LT/CU.

15 9.00 772.80 6955.20

As directed by Engineer Sqmt.

Supplying and erecting plywood 12 mm thick fixed to wall or on provided panel board

Rupees Seven Hundred Seventy Two & Paise

SquareMetre

Contractor No. of Corrections:- ___ Ex. Engineer

in charge Eighty only

with necessary materials such as screw, wall fasteners supports, nuts bolts etc complete.

16 4 2346.00 9384.00

EA / EP. Nos.

Number

Supplying and erecting Galvanised cast iron earth plate size 60 X 60 X0.60 cm complete with all materials, testing and recording the results as per specification No. EA / EP.

Rupees Two Thousand Three Hundred Forty Six

only

17 40 426.00 17040.00 Nos.

Number

As directed by Engineer

in charge

Rupees Four Hundred Twenty Six & Paise zero

only

Supplying and erecting modular type electronic step regulator two module ISI mark approved make duty erected on provided plate and box with wiring connections complete.

18 160.00 144.00 23040.00 Kgs.

As directed by Engineer

in charge

Rupees One Hundred Forty Four &Paise zero

only

Kilogram

Supplying and erecting iron work for panel board or other purposes complete with bending, cutting, drilling and welding complete erected at the position with necessary materials duty painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per direction by the authority ( Size of angle/ flat/ channel iron to be specified in estimate.)

19 16 204.00 3264.00 Nos

As directed by Engineer

in charge

Supplying and erecting iron clad cut out H.C. type 500V 32A approved make erected on polished wooden block.

Rupees Two Hundred Four & Paise zero & Paise

zero only

Number

20 8 1393.20 11145.60

FG-ODF/ CSL. Nos.

Number

Supplying and erecting CFL street light suitable for one No. 36W CFL lamp with electronic ballast having pf > 0.98 & THD < 10

Rupees One Thousand Three Hundred Ninety Three & Paise zero only

Contractor No. of Corrections:- ___ Ex. Engineer

on provided bracket as per specification no. FG-ODF/ CSL.

21 10 199.20 1992.00 Nos.

Supplying and erecting compact fluo lamp 18W 230V to be used with provided ballast.

Number

As directed by Engineer

in charge

Rupees One Hundred Ninety Nine & Paise

Twenty only 22 8 510.00 4080.00

FG-BKT/ WB. Nos.

Number

Supplying and erecting street light wall bracket made from 25 mm dia. 'B' class G.I. pipe 1.20 m in total length as per specification no. FG-BKT/ WB.

Rupees Five Hundred Ten & Paise zero only

23 18 830.40 14947.20

SW-SWR/ MCBDB. Nos.

Number

Rupees Eight Hundred Thirty & Paise Forty only

Supplying and erecting Single Pole and Neutral Distribution Board (SPNDB) surface/ flush mounted with two ways for incoming and 4 ways for outgoing SP MCBs on iron frame/ laminated board as per specification no. SW-SWR/ MCBDB.

24 10 20.40 204.00 Nos.

Rupees Twenty & Paise Forty only

Number

As directed by Engineer

in charge

Supplying and erecting ISI mark Ceiling rose/ Batten holder/ Slanting holder/ pendent holder bakelite base 6A. Erected on filled polypropylene ISI marked (IS:14772-2000) board or polished double wooden block/ ISI marked PVC junction box. Reduce rate by Rs. 5/- for erecting accessories on provided wooden board/ junction box.

25 6 38.40 230.40 Nos.

Rupees Thirty Eight & Paise Forty only

Number

As directed by Engineer

in charge

Supplying and erecting One/ Two way piano type ISI mark switch 6A/ bell push erected on filled polypropylene ISI marked (IS: 14772-

Contractor No. of Corrections:- ___ Ex. Engineer

2000) board or double polished wooden board/ folded or screwed board with top of either wooden/ 3 mm thk hylam sheet/ 4 mm thk plywood pasted with 1.5 mm thk Sunmica with S M screws and duly connected.

26 4 133.20 532.80 Nos.

Number

As directed by Engineer

in charge

Supplying and erecting enamel iron G.I. sheet 1.25 mm (18 gauge) caution board of size 200 x 150 mm as per I.S. 2551 of 1982 in Marathi & Hindi erected at position.

Rupees One Hundred Thirty Three & Paise

Twenty only

27 1.44 1928.40 2776.90

Sqmt.

As directed by Engineer

in charge

Rupees One Thousand Nine Hundred Twenty

Eight & Paise Forty only

Square Metre

G.I. sheet 1.25 mm (18 gauge) to be used for fabrication of boxes, panel boards etc. including cutting, bending, drilling, welding, riveting etc and painting with one coat of red lead paint & 2 coats of enamel paint.

28 40 93.60 3744.00 Nos.

Rupees Ninety Three & Paise Sixty only

Number

As directed by Engineer

in charge

Supplying and erecting fan hooks of 10 mm M.S. round bar grouted in RCC slab with making the site as original.

Rs. 438108.10 Total for Internal Electrification Say Rs. 438108.00 PUMPING MACHINERY

29 WP-OSP. 4 20526.00 82104.00 Nos

Number

Rupees Twenty Thousand Five Hundred Twenty Six

& Paise zero only

Supplying and erecting 1 phase, 230V, 50 Hz, submersible pump set suitable for erection on open well, pump having discharge 35/ 270 L.P.M., head 30/ 15 m and delivery pipe of necessary diameter erected with necessary 'H' type clamps as per specification no. WP-OSP.

T.S. Item No. 2:

Contractor No. of Corrections:- ___ Ex. Engineer

30 60.00 284.40 17064.00

CW-PLB/ GP. Rmt.

Supplying and erecting ISI mark G.I. pipe 40 mm dia. 'B' class at position with accessories. As per specification no. CW-PLB/ GP.

Rupees Two Hundred Eighty Four & Paise Forty

only

Running Metre

T.S. Item No. 3:

31 2 5731.20 11462.40

SW-SWR/ MTP. Nos

Number

Supplying and erecting triple pole metal/ iron clad switch and fuse 415/ 500 V, 100A on angle iron frame as per specification no. SW-SWR/ MTP.

Rupees Five Thousand Seven Hundred Thirty One

& Paise Twenty only

T.S. Item No. 4: 32 4 1309.20 5236.80

As directed by Engineer

in charge Nos

Supplying and erecting 40 mm dia gun metal sluice valve at position with necessary materials.

Rupees One Thousand Three Hundred Nine &

Paise Twenty only

Number

T.S. Item No. 5: 33 4 957.60 3830.40

As directed by Engineer

in charge Nos

Supplying and erecting 40 mm dia non return valve at position made with gun metal.

Rupees Nine Hundred Fifty Seven & Paise Sixty

only

Number

T.S. Item No. 6: 34 4 39.60 158.40 Nos

Rupees Thirty Nine & Paise Sixty only

Number

As directed by Engineer

in charge

Supplying and erecting HC pattern porcelain fuse bridges with base and HC type fuse link 250V 32A approved make erected on polished wooden block.

35 4 1014.00 4056.00 Nos

Number

As directed by Engineer

in charge

Supplying and erecting triple pole iron clad switch HC type fuse 415/500 V 16 amp approved make erected on angle iron frame.

Rupees One Thousand Fourteen & Paise zero only

T.S. Item No. 8:

36 2 550.80 1101.60 Nos

Number

As directed by Engineer

in charge

Rupees Five Hundred Fifty & Paise Eighty only

Supplying and erecting double pole iron/ metal clad switches with fuse and neutral link240/250 V 16 amp conduit entry approved make erected on angle iron frame.

Contractor No. of Corrections:- ___ Ex. Engineer

T.S. Item No. 9: 37 2 10632.00 21264.00 Nos

Number

As directed by Engineer

in charge

Rupees Ten Thousand Six Hundred Thirty Two &

Paise zero only

Supplying and erecting automatic control panel for 1 to 6 HP centrifugal/ submersible pumpset consisting of DOL, starter, S.P.P. water level controller, Ammeter, Voltmeter, Phase indicating lamp etc 2 way for U.G. Tank.

T.S. Item No. 10: 38 2 4071.60 8143.20 Nos

Number

As directed by Engineer

in charge

Rupees Four Thousand Seventy One & Paise Sixty

only

Providing erecting & commissioning approved make residual current circuit breaker only of electro magnetic type (RCCB/RCCB) with 20 kA breaking capacity of 16/25 A. 4 pole working on residual current energy 30 mili ampere sensitivity maximum 30 mili second tripping time, test knob facility, free trip, free mechanism, operating for rotted leakage atonement ten volts A.C. and also in both neutral open snapping condition and with short circuit with stand capacity confirming to IS 12640 complete including all materials like copper leads lugs, screws etc. complete erected in provided CRCA box with the window of the same make.

T.S. Item No. 11: 39 2 2216.40 4432.80 Nos

Number

As directed by Engineer

in charge

Supplying and erecting on load type 4 pole iron clad/ metal clad ON LOAD change over switch 32 Amp. 415/500 V erected on angle iron frame of approved make.

Rupees Two Thousand Two Hundred Sixteen &

Paise Forty only

40 50.00 280.80 14040.00

As directed by Engineer Rmt.

supplying and erecting main with 3x4 sq. mm F.R. copper PVC insulated wire in 16 gauge 20

Rupees Two Hundred Eighty & Paise Eighty only

Running Metre

Contractor No. of Corrections:- ___ Ex. Engineer

in charge

mm dia Rigid steel conduit with continuous GI earth wire of 2.5 Sq.mm. all with ISI mark with two coats of good quality enamel paint of requisite shade with MS spacers and continuous earth clips of 22 gauge 10 mm width fixed to conduit with nuts, bolts washers etc. in an approved manner.

T.S. Item No. 13: 41 2 4786.80 9573.60 Nos

Number

As directed by Engineer

in charge

Rupees Four Thousand Seven Hundred Eighty Six

& Paise Eighty only

Supplying and erecting directly operated single phasing preventor complete erected and connected to supply to operate in case of single phasing with guarantee for minimum one year.

T.S. Item No. 14: 42 70 115.20 8064.00 Nos

Number

As directed by Engineer

in charge

Supplying & erecting flat flexible 3 core 4 sqmm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.

Rupees One Hundred Fifteen & Paise Twenty

only

T.S. Item N 43 2 2346.00 4692.00 Nos

Number

As directed by Engineer

in charge

Rupees Two Thousand Three Hundred Forty Six &

Paise zero only

Supplying and erecting galvanised cast iron earth plate size 60x60x0.6 cms buried in specifically prepared earth pit 1.5 mtr. Below ground level with 30 Kg. Charcoal complete with necessary length of double G.I. earth wire 8 SWG connected to plate with bituminous plate GI nut bolts 12 mm dia with bituminous plate GI nut bolts 12 mm dia with bituminous compound with 12 mm dia GI pipe 2.00 meter deep bub at right angle at 0.60 meter below ground level and remaining portion of GI wire from surface to the earth in switch gears in PVC pipe upto accessible

Contractor No. of Corrections:- ___ Ex. Engineer

height duly sealed at the both ends by bituminous compound complete connected to the nearest switch gears with end socket as per direction and duly tested by earth tested and recording the results.

T.S. Item No. 16: 44 60.00 198.00 11880.00

CW-PLB/ GP. Rmt.

Supplying and erecting ISI mark GI pipe 25mm dia 'B' class at position with accessories. As per specification no. CW-PLB/ GP.

Rupees One Hundred Ninety Eight & Paise zero

only

Running Metre

T.S. Item No. 17: 45 20.00 702.00 14040.00 Rmt.

WG-MA/ MC para 1.4

3.

Rupees Seven Hundred Two & Paise zero only

Running Metre

Supplying and erecting mains with 4 x 10 Sq mm FRLS copper wire in 16 gauge 32 mm dia rigid steel conduit with continuous GI earth wire of 6 sq mm complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. WG-MA/ MC para 1.4 3.

Rs. 221143.20 Total for Pumping Machinery Say Rs. 221144.00 TOTAL FOR SUB-WORK - 2 : ELECTRICAL WORK Rs. 659252.00

Deputy Engineer Amravati Hsg. & Area Dev. Board

Executive Engineer Amravati Hsg. & Area Dev. Board

Contractor No. of Corrections:- ___ Ex. Engineer

Name of work :- Construction of 8 LIG T/s, 8 MIG T/s (out of 8 LIG T/s, 8 MIG T/s, 8 HIG Bunglows & 7 Developed shopping plots) at

Chikhaldhara, Dist- Amravati. SUB-WORK - 3 Infrastructure work :- WBM Road, S.W. Drain & C.D. Work

SCHEDULE - B

Rate in It. No.

Specification no.

Quantity Item of Work Figure Words

Unit Amount

1 2 3 4 5 6 7 8 W.B.M. ROAD

1 75.60 60.50 4573.80

Rd.2 Page No.180 Cum

Rupees Sixty & Paise Fifty only

Cubic Metre

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, 3% camber, designed super elevation and prescribed side slopes and conveying the excavated materials with all lifts and upto a lead of 50m. and spreading for embankment or stacking as directed by Engineer-in-charge.

2 50.40 287.50 14490.00 Cum

Rupees Two Hundred Eighty Seven & Paise

Fifty only

Cubic Metre

Rd.19,20,21, 22 Page

No.197 to 201

Supplying trap/ granite/ quartzite/ gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc complete. (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary, the date of approval will from part of the measurements ) by breaking boulders (Hand broken). 80 mm size metal.

Contractor No. of Corrections:- ___ Ex. Engineer

3 25.20 320.50 8076.60 Cum

Rupees Three Hundred Twenty & Paise Fifty

only

CubicMetre

Rd.19,20,21,22 Page

No.197 to 201

Supplying trap/ granite/ quartzite/ gneiss stone metal or required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc complete. (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary, the date of approval will from part of the measurements) by breaking boulders (Hand broken). 40 mm size metal.

4 64.63 201.48 13021.65

Rd.23 Page No. 202 Cum

Supplying murum having PI < 6 at the road side, including conveying and stacking complete.

Rupees Two Hundred One & Paise Forty Eight

only

Cubic Metre

5 72.95 194.88 14216.50 Cum

Rd.24 Page No. 203

Supplying soft murum at the road side, including conveying and stacking complete.

Rupees One Hundred Ninety Four & Paise

Eighty Eight only

Cubic Metre

6 72.95 14.85 1083.31

Rd.28 Page No. 205 Cum

Rupees Fourteen & Paise Eighty Five only

Spreading gravel / sand / soft murum/ available murum over rubble soiling/ W.B.M. surface blanketing berms etc complete.

Cubic Metre

7 50.40 25.30 1275.12

Rd.29 Page No. 205 Cum

Spreading 80 mm metal including sectioning complete.

Rupees Twenty Five & Paise Thirty only

Cubic Metre

8 25.20 24.75 623.70

Rd.29 Page No. 205 Cum

Spreading 40 mm metal including sectioning complete.

Rupees Twenty Four & Paise Seventy Five only

Cubic Metre

9 252.00 9.35 2356.20

Rd.32 Page No. 205 Sqmt.

Compacting the gravel / oversize metal (200 mm loose) layers for all widths with static roller

Rupees Nine & Paise Thirty Five only

Square Metre

Contractor No. of Corrections:- ___ Ex. Engineer

including necessary, labour materials and artificial watering complete.

10 252.00 9.90 2494.80

Rd.35 page

no.209 Sqmt. Rupees Nine & Paise

Ninety only

Compacting the gravel / size metal (100 mm loose) layers for all widths with static roller including necessary, labour materials and artificial watering complete .

Square Metre

11 252.00 5.23 1317.96

Rd.38 Page

No. 210 Sqmt. Rupees Five & Paise Twenty Three only

Compacting the hard murum / kankar for all widths (200 mm loose) with static roller including necessary, labour materials and artificial watering complete.

Square Metre

Total 63529.64 TOTAL FOR WBM ROAD WORK Say Rs. 63530.00 S.W. DRAIN & C. D. WORK

12 60.58 104.50 6330.61

Rd.9/Page

No.187 Cum. Rupees One Hundred

Four & Paise Fifty only

Cubic Metre

Excavation for catch / side water gutter in all sort of soils, soft murum etc. to the specified section including stacking the excavated stuff in regular bund and disposing off unsuitable or excess stuff upto a lead of 50 m and spreading as directed Engineer.

13 10.62 484.00 5140.08

Cum.

Rupees Four Hundred Eighty Four & Paise

zero only

As directed by Engineer

in charge

Providing soling using 80 mm. size trap/ granite/ quartzite/ gneiss metal in 15 cm. layer including hand packing filling voids with sand/ grit ramming, watering etc complete.

Cubic Metre

Contractor No. of Corrections:- ___ Ex. Engineer

14 7.08 3074.22 21765.45

Cum.

Bd. E. 1/ Page No.

287/ I.S. 456 (2000)

Rupees Three Thousand Seventy Four & Paise

Twenty Two only

Cubic Metre

Providing and laying in situ, cement concrete in 1:4:8 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, plywood/ steel formwork, compacting, finishing uneven and honey-combed surface curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be allowed.)

15 5.60 4924.32 27576.19

Cum.

Bd. F. 3/ Page No.

298/ I.S. 456 (2000)

Cubic Metre

Rupees Four Thousand Nine Hundred Twenty

Four & Paise Thirty Two only

Providing and laying in situ cement concrete of required grade of trap / granite/ quartzite / gneiss metal for R.C.C. work in foundations like raft, grillages, strip foundations and footings of R.C.C. columns and steel stanchions including bailing out waste curing and roughening the surface if special finish is to be provided, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface etc. complete. (Excluding reinforcement and structural steel, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden form work will not be allowed) C.C. M-20

16 8.00 5694.32 45554.56

BR.5/Page No.105/I.S. Cum.

Providing and laying in situ C.C. of required grade of trap granite / quartzite / gneiss metal for

Rupees Five Thousand Six Hundred Ninety

Cubic Metre

Contractor No. of Corrections:- ___ Ex. Engineer

456 (2000) Four & Paise Thirty Two only

cut off and curtain walls including plywood/ steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (excluding cost of reinforcement) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden form work will not be allowed). For C.C. M-20 grade.

17 0.60 5639.32 3383.59

Cum.

Rupees Five Thousand Six Hundred Thirty Nine & Paise Thirty

Two only

Cubic Metre

Bd.F.8 Page No. 302/

IS:456 (2000)

Providing and cast in situ cement concrete of required grade of trap/ granite/ quartzite/ gneiss metal for R.C.C. Slab & landings as per detailed design and drawings or as directed including steel centering plywood/steel formwork compaction finishing uneven and honeycombed surface with c.m. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided with fan hook box of 2mm thick M.S. Sheet rectangular size 180x100mm with required depth with holes or notches as required bottom and top lids of 1.6mm thick M.S. Sheet fixed with 3.5 mm dia round headed screws together with 12mm dia. M.S. bar bent to shape with hooked ends for fan hook and painting to exposed surface and curing etc. complete (Excluding reinforcement including

Contractor No. of Corrections:- ___ Ex. Engineer

cover block) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plaster, tarpaulin etc.(Wooden centering will not be allowed) a) For C.C. M-20

18 0.86 55550.00 M.T. 47773.00

M.T.

Bd.F.17 Page No.

306

Rupees Fifty Five Thousand Five

Hundred Fifty & Paise Zero only

Providing and fixing in position reinforcement of various diameters for R.C.C. pile caps, footings, Foundations, Slabs, beams and Column, Canopies, Staircases, newels, Chajjas, lintels, pardies, coping, fins, arches etc. as per detailed design and drawing and schedules including cutting, bending , hooking the bars binding with wires or tack welding and supporting as required completed. a) Mild steel / HYSD bars (If TMT steel is to be used prior permission from S.E. should be taken)

19 16.40 1237.50 20295.00

Cd.7 Page

No. 162 Rmt.

Providing and laying cement concrete pipe of I.S. N.P. class of required diameter in proper line, level and slope including providing, fixing collars or spigot and socket joint by rubber ring and in C.M.1:2 etc. complete. Diameter of pipe NP-2 class - 450 mm.

Rupees One Thousand Two Hundred Thirty

Seven & Paise Fifty only

Running Metre

20 1.54 4179.26 6436.06

Bd.G.1

Page No. 313 Cum.

Cubic Metre

Providing 2 nd class Burnt Brick masonry with conventional / IS type bricks in cement mortar 1:6 in foundation and plinth of inner walls/ in plinth of external walls including bailing out water,

Rupees Four Thousand One Hundred Seventy Nine & Paise Twenty

Six only

Contractor No. of Corrections:- ___ Ex. Engineer

striking joints on unexposed faces, racking out joints on exposed faces and watering complete.

21 0.21 4521.77 949.57 Cum.

Rupees Four Thousand Five Hundred Twenty One & Paise Seventy

Seven only

Cubic Metre

Bd.E.3 Page No.

288/IS.456 (2000)

Providing and casting in situ cement concrete M15 of trap/granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting roughening them if special finish is to be provided finishing uneven and honeycombed surface curing etc. complete. The cement mortar 1 : 3 plaster is considered for rendering uneven and honeycombed surface. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc (Wooden centering will not be allowed.)

22 10.72 131.67 1411.50

Sqmt.

Bd.L.2 Page No.

368

Rupees One Hundred Thirty One & Paise

Sixty Seven only

Square Metre

Providing internal cement plaster 12mm thick in a single coat in cement mortar 1:5 without neeru finish to concrete or brick surface in all positions including scaffolding and curing. Providing groove at joint of B.B. Masonry and concrete members complete.

186615.61

TOTAL STORM WATER DRAIN & C. D. WORK Say Rs. 186616.00 TOTAL FOR SUB-WORK - 3 250146.00

Deputy Engineer Amravati Hsg. & Area Dev. Board

Executive Engineer Amravati Hsg. & Area Dev. Board

Contractor No. of Corrections:- ___ Ex. Engineer