Water Resources Development Directorate Tender

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Water Resources Development Directorate - WRDD Tender

Works
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date8 Jul 2024
Closing Date16 Jul 2024
Tender Amount₹ 1,48,875 
Notes
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Costs

Summary

Wridd/ Ee (a-i) /malda/ Enit- 01 /2024-25 (sl. No. 1 To 11)

Description

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BOQ Items

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Cement concrete with graded stone ballast (40 mm size) excluding shuttering in ground floor. (A) Pakur Variety a) 1:3:6 proportion

1

4339

4339

... More
Ordinary Cement Concrete (mix 1:1.5:3) with graded stone chips ( 20 mm down ) excluding shuttering and reinforcement. if any,in ground floor. as per IS 456-2000. a) Pakur Variety (Rate Analysis)

1.83

10303

5630.16

... More
125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor. (Rate Analysis)

4.5

3042

676

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor) (b) With (1:4) cement mortar. (ii) 15 mm thick plaster

90

14220

158

... More
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

31.19

1060

34

... More
Artificial stone in floor, dado, staircase etc. with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners and including application of cement slurry before flooring works, using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm thick topping (High polishing grinding on this item is not permited) with ordinary cement. (iii) 25 mm thick

9

2259

251

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Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) One Coat ii) Solvent based interior grade Acrylic Primer

81

2729

3370

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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (a) One Coat

64

2009

3140

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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion

64

4288

67

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(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary: (a) On timber or plastered surface : With super gloss (hi-gloss) - (iv) Two coat (with any shade except white)

5.22

422

81

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Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, as directed and including trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete. Depth of excavation not exceeding 1.5 metre (not required shoring). Lead upto 75 M + 15 M Lift ii) for pipe tranches

54

6440

11927

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Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 150 mm. Including watering and ramming etc. layer by layer complete ( payment to be made on the basis of mesurement of finished quantity of work)PWD Page 1 of 315, Item No-3(a) (a) earth obtained from excavation of foundation

10.8

837

7754

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Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand

8.64

2782

322

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Ordinary Cement Concrete (mix 1:1.5:3) with graded stone chips ( 20 mm down ) excluding shuttering and reinforcement. if any,in ground floor. as per IS 456-2000. a) Pakur Variety (Rate Analysis)Brick work with 1st class bricks in cement mortar ( 1 : 6) (b) In Superstructure , ground floor

0.5

2815

5630.16

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Brick work with 1st class bricks in cement mortar ( 1 : 6) (b) In Superstructure , ground floor

7.82

40210

5142

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor) (i) With (1:6) cement mortar. (c) 15 mm thick plaster

11.52

1635

142

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Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

11.52

391

34

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a) Removing of Chokage due to sludge, mud, sand or any other forign materials deposition from the underground 110/ 140/200/315 mm dia. PVC. Pipe Line with split bamboo,wire brush, coir rope etc. along with suitable cleaning agent as necessary as per direction of E.!'C. (This item includes the cost of earth cutting & back filling of trenches and required materials for chokage cleaning but excluding the cost for replacement & jointing of PVC pipes). ii) 225 mm dia RCC Pipe

380

14690

38.66

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Taking out the condemmed 150 mm. dia N.T.P./ T.P./Alfa-Alfa valve from 150 mm. dia M.S/ G.I. pipe of existing spout chamber by careful chiseling with least disburbance to the existing system of structure upto required limit and fitting, fixing of new one with 150 mm. dia. M.S/G.I. pipe in proper position of the spout chamber using havoc zinc jute so as to make the joint leak proof including mending good all damages and returning back the condemmed materials at store as per direction of Engineer-in-Charge. (a) In Spout Chambers

4

324

81.09

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Repairing of leakages in collar joints of R.C.C. Pipe line by opening the joints fully by chipping out the old mortar, cleaning the pipe recesses and collar properly, and thereafter positioning and levelling the pipes and collar, filling the annual spaces of joints with jute braiding dipped in cement slurry and grouting with (1:2) cement mortar mixed with approved quality water proofing compound (5% by wt. of cement) and curing all complete as per direction of Engineer-in-Charge. (a) 225 mm dia. R.C.C. Pipe

7

475

67.89

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Jointing the end of 150 mm. dia. M.S. extension pipe for spout chamber with 150mm. end of R.C.C. Tee including carrying the M.S. extension pipe from store to site, levelling and positioning the end of extension pipe concentrically with 150mm. end of R.C.C. Tee on bricks laid flat within the field trench and jamming the joints with cement concrete (1:2:4) with stone chips 10 mm. down mixed with approved water proofing compound 5% by weight of cement) of adequate thickness to provide a leak proof joint as per direction of Enginer-in-Charge (Cost of bricks for levelling is included. (a) 225 mm dia. R.C.C. Pipe

1

81

81.09

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Plugging the open end of 450mm. / 300 mm. /225 mm. /150 mm. dia. RC.C. pipe line with cement concrete (1:2:4) with stone chips 20 mm. down mixed with water proofing compound(5% by weight of Cement) of approved quality including curing etc. complete as per direction of Engineer-in-Charge. (i) 225 mm dia. RCC. Pipe .

1

188

188.59

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Additional cost of carriage of constructional materials for construction of one H.D.T.W. pump house. And pipe line @ 3% of total except for earth work in excavation & filling. And item no 1,2,3

0.03

3248

108268.96

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Add G.S.T. @18%

0.18

22484

124916.48

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Add CESS @ 1%

0.01

1474

147401.45



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