Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Eprocure
Opening Date20 Nov 2024
Closing Date5 Dec 2024
Tender Amount₹ 6,48,501
Costs
EMD
₹ 13,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbridd/ee(ai)/tam/enit02/24-25 2nd Call
Description
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Contact
Tender Id
2024_WRDD_771288_5Tender No
WBRIDD/EE(AI)/TAM/eNIT02/24-25 2nd callTender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
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BOQ Items
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand.
28.26
851
24069.89
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
11.93
348
4151.64
Laying of P.V.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak-proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge. a) 140 mm. dia
150
10
1521
b) 110 mm. dia
550
8
4796
Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(d) With local hard blackstone variety chips.
2.42
5658
13692.41
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). 25 mm. to 37.5 mm. thick wooden shuttering.
3.88
324
1257.12
Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of rods, initial straightening of bend bars excluding coil bars and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 1.626 mm (16 SWG) black annealed wire at every inter section complete as per drawing and direction including cost of wire upto 1st floor level. ( For Tor steel).a) Spout chamber , 8 mm dia @ 150 mm c/c both ways
0.8
5851
4681.2
Brick work with Ist class brick in cement mortar (1 : 6) .
5.12
5198
26613.76
20 mm thick plaster (to wall, floor, ceiling etc.) with (1:6) sand and cement mortar including rounding off or chamfering corners, as directedand racking out joints or roughening of concrete surface including throating. Nosing and drip course as necessary at ground floor 15 mm thick (1:6) proportion.
45.52
159
7237.68
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
45.52
34
1547.68
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.
419.84
66
27713.64
Installation / Erection of Surge Tank over a rigid base of cement concrete (1:1.5:3) with stone chips 20 mm down of 1250 mm x 1250 mm over a single layer of brick flat soling and embedding the legs of the surge tank within the concrete base includung cost of all materials and labour and as per direction of EIC.
1
2353
2353.6
Priming one coat on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc.
26.56
29
770.1
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. Two coats (super gloss except white)
26.56
79
2097.85
Labour charges for fitting, fixing 110 mm dia valve with 110 mm dia class-II UPVC riser pipe with the help of FTP (flanged tail piece) by joining the PVC/ACP end of the tail piece and riser pipe with coupler and flanged end of tail piece and valve with rubber insertion, nuts and bolts etc. complete. (Rate inclusive of transportation from departmental store to work site).
6
108
650.64
Fitting & fixing of 150 mm dia sluice valve.
3
54
164.07
Fitting & fixing of 150 mm dia 90 degree MS bend with flange ends.
5
81
405.45
Fitting fixing and laying of 150 mm dia MS/ERW/GI pipe making leak proof joints by using rubber insertion nuts and bolts (all materials including pipes to be supplied Departmentally ) maintaining proper alignment and level including transportation from Departmental store. a) 150 mm dia pipe.
12
134
1618.08
Testing of pipe line system against leakage by filling the distribution chamber with water and supplying water through the entire pipe line net work for atleast 4 (Four) hours including hiring and transport of suitable generstor , pump , tools and plants, fuel and lubricants and installation of the pump connecting the same with pipe line network making necessary electrical connection and dismantling all these after completion of test all complete as per direction of Engineer -In -Charge.
1
3740
3740.68
Supplying 1 m x 0.6 m x 24 swg MS sign board as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house.
1
942
942.95
140 mm dia P.V.C. Pipe (Class-I) as per IS 4985/2000 ,thickness 2.0 to 2.4 mm, Ivory grey coloured, 6 m length with one end matching coupler (class - II) .
150
293
43950
110 mm dia P.V.C. Pipe (Class-I) as per IS 4985/2000 ,thickness 1.6 to 2.0 mm, Ivory grey coloured, 6 m length with one end matching coupler (class - II) .
550
186
102300
110 mm dia P.V.C. Pipe (Class-II)as per IS 4985/2000 ,thickness 2.5 to 3.0 mm, Ivory grey coloured, 6 m length with one end matching coupler (class - II) .
12
284
3408
140 x 140 x 140 mm dia P.V.C. Equal Tee as per IS 4985/2000 and Class -II.
8
712
5696
110 x 110 x 110 mm dia P.V.C. Equal Tee as per IS 4985/2000 and Class -II.
8
347
2776
160mm dia F.T.P. as per IS 4985/2000 and Class-II with metallic flange.
5
670
3350
140 mm dia F.T.P. as per IS 4985/2000 and Class -II with metallic flange.
7
462
3234
110 mm dia F.T.P. as per IS 4985/2000 and Class -II with metallic flange.
13
310
4030
160 x 140 mm P.V.C. Reducer (Class-II) As per IS 4985/2000 and Class-II
4
328
1312
110 X 140 mm P.V.C. Reducer (Class-II) as per IS 4985/2000 and Class -II.
8
283
2264
140 X 60º P.V.C. Bend as per IS 4985/2000 and Class -II.
5
647
3235
110 X 90º P.V.C. Bend as per IS 4985/2000 and Class -II.
20
378
7560
110 X 60º P.V.C. Bend as per IS 4985/2000 and Class -II.
10
378
3780
140 mm dia P.V.C. End Cap as per IS 4985/2000 and Class -II.
3
330
990
140 mm dia P.V.C. coupler as per IS 4985/2000 and Class -II.
21
130
2730
110 mm dia P.V.C.coupler as per IS 4985/2000 and Class -II.
24
67
1608
Solvent Cement as per IS 14182/1994 with latest amendments.
3
425
1275
Supplying M.S. Surge Tank as per drawing, the body of which made of 3 mm thick MS sheet and top & bottom cover are made of 5 mm thick MS sheet welded with body and strengthened with rib etc. All joints must be electrically welded to a leak proof condition and joints must be capable of withstanding pressure of 50 Psi, the surge tank should be fitted with all accessories as specified in the drawing. Entire surge tank is to be painted with a coat of priming.
1
25396
25396
Supply of 80 mm dia MS surge pipe of 3 m iong conforming to IS 1239 (Part-I)/2004 with one end 80 mm flange welded of 10 mm thick conforming to IS 6392/71, Table-17
1
5500
5500
MS hexagonal head bolts & Nuts bearing IS - 1363 (Part -I) / 1992 of product Grade - C with latest amendments for bolts & IS 1363 (part - 3) / 1992 of product grade - C with latest amendments for nuts properties / class for bolts - 4.6 & for nut - 4.5. Both bolts & nuts are to be duly ISI certification marked.
78
139
10842
Supply of rubber insertion 5 mm thick with proper reinforcement 2 PLY conforming to IS 638 / 79 with ISI marked with latest amedments suitable for raised surface of MS flange as per IS 6392/71 (Table - 5,11& 17)red jointing sheet as per IS 2712 / 1998 grade W/3 FYSAX AMJ 321. Gasket for raised surface of MS Flange as per IS 6392/71. 150 mm dia.
6
84
504
Supply of rubber insertion 5 mm thick with proper reinforcement 2 PLY conforming to IS 638 / 79 with ISI marked with latest amedments suitable for raised surface of MS flange as per IS 6392/71 (Table - 5,11& 17)red jointing sheet as per IS 2712 / 1998 grade W/3 FYSAX AMJ 321. Gasket for raised surface of MS Flange as per IS 6392/71. 125 mm dia.
15
79
1185
100 mm dia CI Alfa Alfa Valve ( Flanged Type) .
6
3300
19800
150 mm (NB) MS ERW 90 degree bend as per IS 1239 (Part -II) / 1992 with latest amends, both end welded with flange as per IS 6392/1971 , table -17 with latest amends.
5
8175
40875
Supply of 150 mm dia MS Sluice valve
3
9950
29850
150 mm (NB) MSERW pipes (4.8 mm wall thickness) as per IS -1239 (Part -I) /2004 with latest amendments thereof duly welded on both sides of pipe and on inside & outside with corresponding diameter of MS flanges as per Is -6392/1971, Table -17 with latest amendments thereof. Both MSERW pipes & flanges should be duly ISI certification marked. Length of the flanged MSERW pipes should be 6 m ± 10 mm .
12
3800
45600
Add GST @ 18% on Total of (SL. No.1 to 22)
231121.87
-
41601.94
Add CESS @ 1% on Total cost of SL.No.(1 to 22 ,& 50)
272723.81
-
2727.24
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