Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date10 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 2,67,898
Costs
EMD
₹ 5,358Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRDD_797613_1Bid Award Id
ViewTender No
WRIDD/EE/BLGAI/NP/14/2024-2025Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
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Documents
BOQ Items
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160 mm dia (class-II)
10
631
6310
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Repairing of pump house spout chamber and pipe line Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof .
4.14
447
1850.58
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Dismantling RC floor roof beam etc. including cutting rods and removing rubbish as directed within a lead of 75 mtrs in ground floor including stacking of steel bar a) In ground floor including roof
2.63
1956
5144.28
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Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
62.01
19
1178.19
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. For Spout chamber
12.58
324
4075.92
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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
-
-
-
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For Spout chamber
4.94
4919
24279.61
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In superstructure, ground floor For Pump House
3.68
5142
18925.8
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety
-
-
-
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Spout Chamber
1.47
5894
8653.71
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For pump house
2.84
5894
16741.52
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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) By Fine Sand
0.97
711
690.24
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Cement concrete with graded stone ballast or local gravel 40 mm down excluding shuttering in ground floor. A) Pakur Variety a) 1:3:6 Proportion
0.32
5442
1714.29
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Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) a) 25 mm to 30 mm thick wooden shuttering
as per decision & direction of Engineer-In-
Charge.
-
-
-
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For Spout chamber
5.22
328
1712.16
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For Pump House
24.58
328
8062.24
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation, basement and
upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I.SAIL/TATA/RINL
0.4
60457
24061.9
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
-
-
-
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For Spout chamber
5.25
674
3540.23
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For Pump House
6.54
674
4410.12
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete face including throating, nosing and drip course as necessary at ground floor. 20 mm thick plaster (1:6)
-
-
-
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For Pump House
41.81
162
6800.4
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For Spout chamber
60.17
162
9786.65
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15 mm thick plaster out side with (1:4) cement mortar.
71.06
141
10053.57
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10 mm. thick plaster. (Ceiling, Sunshade, R.C.C Column etc.)
14
126
1770.72
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M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge In ground floor(Door & Window)
1.9
10160
19304
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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 including raking out joints or roughening of concrete surface and 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 permitted with ordinary cement). Using grey cement (ii) 25 mm. thick
12.63
255
3230.75
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Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
-
-
-
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For pump house
16.67
32
545.44
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For spout chamber
60.17
32
1968.76
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Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. Two coats
126.87
49
6216.63
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Priming one coat on steel or other metalsurface with synthetic ename oil bound primer of approved quality including smoothening surface by sand papering etc .
7.04
29
204.16
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Painting with best quality synthetic enamel paint of approved make and brand papering etc. including using of approved putty etc. on the surface, if necessary : On Steel or other metal surface. With super gloss (hi-gloss) -ii) Two coats (white in shade)
7.04
77
542.08
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Painting block letters or digits in Black Japan or any approved paint as per direction. [On pump House wall -Minimum 100 letters @ Rs-12.00/ letter ] e) Size above 7.5 cm. and upto 10 cm.
100
12
1200
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Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed.The item includes necessary trimming of sides trenches, levelling, dressingand ramming the bottom as required complete For spout Chambers and pipe line
39.44
99
3905.35
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Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished
.quantity of work.)
35.53
66
2345.27
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Labour charge for replacement of different P.V.C. Accessories in different portion of P.V.C. Pipeline of HDTW / MDTW / RLI including taking out of the existing damage accessories, and excluding the supplying the new accessories of 4 Kg./cm2 capacity and as per I.S. specification at site and fitting,fixing the same by joining with solvent cement (cost inclusive) after roughening up the surface with wire brush, emery papers etc., to make the joint leak proof all complete as per direction of Engineer-in-Charge.
-
-
-
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160 mm X140mm. P.V.C. Reducer
7
80
561.05
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140 mm X 140 mm X 160 mm. P.V.C.Tee
7
119
838.25
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140 mm. dia. 90°/60° / 45° long bend
7
99
698.25
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160 mm. dia.flanged tail piece fitted with Alfa-Alfa valve
7
130
910.91
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Labour charges for fitting, fixing150 mm. Dia. Alfa-AIfa valve with 160mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete.
7
112
785.47
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Labour charge for replacement of different P.V.C. Accessories in different portion of P.V.C. Pipeline of HDTW / MDTW / RLI including taking out of the existing damage accessories, and excluding the supplying the new accessories of 4 Kg./cm2 capacity and as per I.S. specification at site and fitting,fixing the same by joining with solvent cement (cost inclusive) after roughening up the surface with wire brush, emery papers etc., to make the joint leak proof all complete as per direction of Engineer-in-Charge.
-
-
-
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200 mm dia P.V.C pipe
8
249
1999.04
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140 mm dia P.V.C pipe
12
199
2398.92
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Additional cost of carriage of constructional materials for construction of one pump house @ 3% of total except for dismantling work and earthwork and filling.(i.e It 2,3,4,23 & 24)
1
6218
6218.54
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Add GST@ 18.00%(On it no 2 to 28)
1
37318
37318.5
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Add cess@ 1.00% (On It No 2 to 29)
1
2652
2652.46
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