Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date24 Oct 2024
Tender Amount₹ 14,87,562
Costs
EMD
₹ 29,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRDD_760324_2Tender No
WBWRIDD/EE(AI) /e NIT-16/MID/2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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
804
8152
10.14
b) 110 mm. dia
1500
13080
8.72
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.
2.63
11495
4371
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.
7.48
1518
203
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).
1.69
10140
6000.3
Brick work with Ist class brick in cement mortar (1 : 6) .
13.31
68413
5140
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.
118.34
18342
155
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
118.34
4023
34
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.
1383.2
91305
66.01
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.
8
232
29
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)
8
632
79
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).
13
1409
108.44
Labour charges for fitting, fixing 110 mm dia Flap valve with 110 mm dia class"UPVC riser pipe I with 100 mm dia. AC presure 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 Flap valve with rubber insertion, nuts and bolts etc. complete.(Rate inclusive of transportation from departmental store to work site)..
3
325
108.44
Fitting & fixing of 150 mm dia sluice valve.
3
243
81.09
Fitting & fixing of 150 mm dia 90 degree MS bend with flange ends.
6
328
54.69
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.
6
809
134.84
Installation / Erection of SurgeTank / Shore manifold (to be supplied fromDeptt. free of cost) over a rigid base of ordinary cement concrete (1:2:4) withgraded stone chips (20mm. nominal size) of pakur varity of 1250 mm X 1250 Each 2263.08mm 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 all
materials and labour and as per direction of Engineer-in-Charge.
1
2263
2263.03
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
Carriage of Departmental materials from the Deparmental Store to the worksite and return back the damaged/replaced and unused materials to storeincluding loading & unloading complete at both sides by TempoNanRikshaw/Mini Truck etc. upto 25 Km distance in one way ( i) For Delivery pipe, Surge Tank, Bend, Valve etc.
1
905
905.03
CONSTRUCTION OF PUMP HOUSE:-
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, within a lead of 75 m as directed. Depth of excavation not exceeding 1500 mm.
14.92
1779
119.27
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 with earth obtained from excavation of foundation.
9.95
771
77.54
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.
10.87
6513
599.21
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
25.1
8634
344
Ordinary Cement Concrete (1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, as per relevent IS codes. With local hard black stone variety chips.
0.91
3977
4371
Brick work withIst class brick in cement mortar (1 : 6) .
7.86
40400
5140
(b) In superstructure ground floor
10.77
57748
5362
12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) .
2.61
1840
705
Ordinary Cement Concrete (1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, as per relevent IS codes. With local hard black stone variety chips. With local hard black stone variety.
4.85
30456
6279.75
Hire and labour charges for shuttering with centreing and necessary staging upto 4 metre using approved stout props and thick hard wood planks ..
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer - in - charge.
32.75
10512
321
Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of rods........ complete as per drawing and direction including cost of wire upto 1st floor level.
3.67
22044
6000.3
Plaster (to wall, floor ceiling etc) with sand and cement mortar including rounding off or chamfering corners, as directed .......... as necessary at ground floor.
135.08
20937
155
(b) with (1:3) cement mortar , 10 mm. thick plaster.
10.92
1408
129
Grey artificial stone in floor, dado,staircase etc. with cement concrete 1:2:4 laid in panels as directed with 3.25 mm. neat cement finishing at top and including rounding off corners.
35 mm thick artificial stone flooring.
33.01
10893
330
Neat cement punning about 1.5 mm. thick in wall dado,floor, drain, door and window sill etc. complete.
14.76
501
34
MS structural works in columns, beams etc. with simple rolled structural members (Joist 125 mm x 75 mm section)conforming to IS : 226, IS : 808 & SP (6) 1964 etc. complete.
48
3484
72.6
Supplying, fitting and fixing approved qulity asbestos cement down pipe in position with necessary clamps, nails including making holes in wall, floor etc. and and cutting trenches etc. if necessary and mending good damages including jointing materials complete.(i) 76.2 mm dia .
1
105
105
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.
9.67
280
29
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. On steel surface (super gloss). Two coats (with any shade except white).
9.67
763
79
M.S. gate 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 arrangement.
0.66
6659
10090
Supplying 1.5 mm thick MS sheet fitted and fixed on one or both face of MS/WI gate etc. with point welding at not more than 150 mm apart complete in all respect as per design including cost of all labour and materials.
3.35
4368
1304
Supplying ,fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufctured fom rolled steel sections conforming to IS 7452-1974 with nonfriction projecting type, box type hinges, glazing clips, lugs locking bracket, handle, plate etc. complete.(b) Openable steel window as per sizes with side hung shutter and without integrated grill.
1.35
2968
2199
MS integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with MS flats and bars.
14.85
1395
94
Applying dcorative cement based paint of approved quality after preparing the surface including scraping the same througly as per manufacturs specification.
146
7154
49
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
INTERNAL WIRING & LOWERING:-
Meter loop connection with 1.1 K.V. 3.5 core 25 Sq mm copper armoured Cable from Meter to incomming TPN Main Switch Terminal.
4
6238
1559.64
Fitting & fixing of Pump Controller (15 HP to 20 HP capacity) of size 950 mm x 1000 mm x 450 mm over iron legs (600 mm height) on floor with 150 mm thick Cement Concrete (4:2:1) block and making necessary connection with the electrical cables as per direction of the E.I.C.
1
523
523.34
Supplying, fitting & fixing of 250 X 350 X 25 mm mm size wooden board for fixing electrical equipments..
2
826
413.01
Supplying and fixing sheet steel 240 V ,15/16 A, DP Standard main switch of approved make on flat iron frame on wall 240 V DP with fuse on L & N as per direction and good damages to wall.
1
534
534.57
Main line Wiring in 1.1 KV grade single core stranded 'FR ' PVC insulated & unsheathed copper wire of size 2 x 2.5 sq mm + 1 x 1.5 sq mm in 25 mm PVC Casing Caping including necessary PVC clips, fittings etc.
10
1050
105.06
Distribution wiring in 1.1 KV grade 2 x 22 /0.3 (1.5 sq m) single core stranded "FR" PVC insulated and unearthed copper wire (approved make)in suitable size pvc casing - capping with 1.1 KV grade 1 x 22 /0.3 (1.5 sq m) for ECC including necessary fittings to light / Fan / call bell point with piano key type switch (Anchor make) fixed on sheet steel fabricated switch board with perspex / bakelite top cover on wall including necessary connection and making earthing attachment and mending good damages to building works. (average run 5 m.)
3
1782
594.31
Supplying and fixing 240 V, 6A, 5 pin modular type plug socket without switch and plug top on existing GI modular type switch board with top cover plate and making necessary connection with PVC cupper wire and earth continuity wire etc. complete.
2
247
123.6
Supplying and fixing angular batten holder (Anchor) or 75 mm dia PVC round block/ round bakelite on wall /ceiling.
3
117
39.14
Supplying & fitting 200 mm × 300 mm. E.I. danger board on wall surface.
1
87
87.55
Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required.
0.5
80
160.68
Connecting the equipment to earth busbar including supplying and fixing G.I (Hot Dip) wire no 4 SWG on wall / floor with stapples buried inside floor / wall as required and making conection to equipments with bolts , nuts, washers, cables logs etc. as required and mending good all the damages.
10
185
18.54
Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 mtrs.long and 1 x 4 SWG GI (Hot Dip) wire (4 mts. Long) 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pie protection (1 m long) to be filled with bitumen partly under the groung level and partly above groundlevel driven to an average depth of 3.65 Mts. below the ground level as below:(a) By TATA Medium GI pipe Set.
1
1569
1569.72
MATERIALS:- A) PVC PIPES & ACCESSORIES FOR WTA : 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 - I) .
804
235572
293
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 -I) .
1500
279000
186
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
3408
284
140 x 140 x 140 mm dia P.V.C. Equal Tee as per IS 4985/2000 and Class -II.
4
2848
712
110 x 110 x 110 mm dia P.V.C. Equal Tee as per IS 4985/2000 and Class -II.
15
5205
347
160 mm dia F.T.P. as per IS 4985/2000 and Class -II with metallic flange.
3
2010
670
160x140 mm dia P.V.C. Reducer (Class-II) as per IS 4985/2000 and Class -II.
3
984
328
110 mm dia F.T.P. as per IS 4985/2000 and Class -II with metallic flange.
13
4030
310
110 X 140 mm P.V.C. Reducer (Class-II) as per IS 4985/2000 and Class -II.
9
2547
283
140 X 90º P.V.C. Bend as per IS 4985/2000 and Class -II.
4
2588
647
110 X 90º P.V.C. Bend as per IS 4985/2000 and Class -II.
20
7560
378
140 mm dia P.V.C. coupler as per IS 4985/2000 and Class -II.
18
2340
130
110 mm dia P.V.C.coupler as per IS 4985/2000 and Class -II.
40
2680
67
Solvent Cement as per IS 14182/1994 with latest amendments.
5
2125
425
B) MS /GI , ERW ACCESORIES :
150 mm nominal dia (PD) ISI marked Sluice valves pressure designation P.N. 1.6 with hand wheel for water works purpose, CI flanged type conforming to IS: 14846/2000 with amended no. 1 & 2 . Components /parts of sluice Valves shall be manufactured from basic materials given in table 1 of IS : 14846/2000 with amnd. 1 & 2 . The valves shall be tested for (closed end test requirement).
3
29850
9950
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.
6
50358
8393
100 mm dia CI Alfa Alfa Valve ( Flanged Type) .
13
42900
3300
supply fitting and fixing bolts with nut and Washers 10 to 16mm dia length up to 75mm
28.25
4972
176
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.
30
2400
80
Supplying MS Surge Tank as per Drawing the body of which made of 5 mm th MS sheet and top & bottom cover are made of 5 mm th ms sheet welded with body & strengthten with rib etc. all joints must be electrrically welded to aleak proof condition and joints must be capable of with standing pressure of 50psi , the surge tank should be fitted with all accessories as specited in the drawing.entaired surge tank is to be painted with a coat of priming.
1
19895
19895.65
80MM DIA scrwed at one end and flanged at other 3m long
1
5500
5500
Add GST for hole work value @18% or as applicable as per Govt. rule. (SL NO-1 to 59)
653456.75
117622
0.18
Add Labour well fare Cess @1% of Gross Bill Value (SL NO-1 to 59) + GST.
771078.97
7710
0.01
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