Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date21 Dec 2024
Closing Date31 Dec 2024
Tender Amount₹ 3,99,766
Costs
EMD
₹ 8,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Maintenance Of Water Transmission Arrangements Of Different Owned And Operated Major Rli Schemes At Various Blocks Under Coochbehar (agri-mech) Sub-division
Description
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Contact
Tender Id
2024_WRDD_788796_1Tender No
WRDD/EEAM/COB/eNIT-08/2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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(i)315mm dia P.V.C Pipe
3
299
899.58
... More
(ii)200mm dia P.V.C Pipe
4
249
999.52
... More
(iii)140mm dia P.V.C Pipe
7
199
1399.37
... More
Earth work in filling in trenches after laying ,PVC lines (PVC,RCC,APC etc) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering & ramming etc layer by layer complete.(payment will be made on the basis of measurement of finished quality of work)
346.86
66
22896.23
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Repair of puncture/holes of any size in existing P.V.C. Pipeline of HDTW/MDTW/RLI by placing half round P.V.C. Pipe section of required size to cover the holes/ puncture having adequate bearing on all sides and joining the half round section with solvent cement after roughening the surface with wire brush, emery paper to make the joint leak proof as per direction of Engineer-in-Charge (cost inclusive of supplying solvent cement at site and transportation of required length of P.V.C.Pipe to be issued departmentlly, for cutting half round section, from Sub-Divisional Stores to site)
-
-
-
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(i) 315 mm dia. P.V.C. Pipe line
40
95
3809.6
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(i) 200 mm dia. P.V.C. Pipe line
120
83
10070.4
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(i) 140 mm dia. P.V.C. Pipe line
150
59
8911.5
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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 morter, 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 morter mixed with approved quality water proofing compound (5% by wt. of cement) and curing all complete as per direction of Engineer-in-Charge. (a) 450 mm dia. R.C.C. Pipe.
20
118
2376.2
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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m.In ground floor including roof. (a) upto 150mm thick
19.2
939
18028.8
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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 .
72.05
322
23200.1
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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quality)
5.4
431
2330.84
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Hire and labour charges for shuttering with centreing 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). 25 mm. to 37.5 mm. thick wooden shuttering.
130.2
328
42706.58
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Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size)excluding shuttering and reinforcement, if any ,in ground floor as per relevant IS codes(b) River Bazree
23.95
4069
97456.62
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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 surface including throating, nosing and drip course as necessary at ground floor. With cement mortar (1:4)2.ii)(b) 15 mm thick plaster
199.83
157
31372.84
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
199.83
34
6794.12
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Labour charges for fitting ,fixing 150 mm dia Alfa Alfa valve with 160mm dia. P.V.C. riser pipe with the help of flanged P.V.C. tail piece by joining the pvc end of tail piece and riser pipe with couper with coupler and flanged end of Tail piece and Alfa Alfa valve with rubber insertion ,nuts and bolts complete.
18
112
2019.78
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Labour Charges for fitting, fixing and laying, where necessary of following M.S/ G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts andbolts etc. maintaining proper alignmentand level - all complete - as per direction of Engineer-in-Charge. (i)150 mm. dia. ERW pipe.
12
134
1618.08
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Fitting and fixing of M.S. I G.I. I C.l.accessories and special in pipe line(accessories & special to be supplied departmentally) including supply ofjointing materials viz.rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-in-Charge.
-
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-
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(i) 150mm. dia M.S. delivery hose with tail piece and clamps.
50
33
1650
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(ii)150mm. dia. Suction hose with clamps and foot valve.
30
33
990
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(iv) 150mm. dia. C.1.sluice valve
30
54
1640.7
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(vii) 150mm. dia.90° M.S. bend with flanged ends
6
49
294.18
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Labour charge for replacement of different PVC. Accessories in different portion of PVC. Pipeline of RLI including taking out of the existing damage accessories, and excluding the supplying the new accessories of 4 Kg.lcm2 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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-
-
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(ix) 140 mm. dia. 90°/60° & 45° long bend
10
99
999.5
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(x) 200x200x200mm PVC Tee
10
119
1197.5
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Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of ordinary cement concrete (1:2:4) with graded stone chips (20mm. nominal size) of pakur varity of 1250 mm X 1250 Each 2263.08 mm X 150 mm. over a single layer of brick flat soling and embedding the legsof the surge tank/shore manifold within the concrete base including cost of allmaterials and labour and as per direction of Engineer-in-Charge
1
2263
2263.08
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Extra rates Carriage@ 4% allowed for all items except item no 1,4,7
0.04
246825
9873.01
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Add GST @18% on all items
0.18
335430
60377.45
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Add Labour welfare Cess @1% on all items
0.01
395807
3958.08
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