Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Excavation
Eprocure
Opening Date16 Oct 2023
Closing Date7 Nov 2023
Tender Amount₹ 24,84,989
Costs
EMD
₹ 49,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_WRDD_592901_4Bid Award Id
ViewTender No
WBRIDD/EE(AI)/TAM/eNIT07/23-24Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
(iv) beyond 90 metres and upto 120 metres.
30
32248
1074.96
(v) beyond 120 metres and upto 150 metres.
30
32531
1084.39
(vi) beyond 150 metres and upto 175 metres.
25
29703
1188.12
(vii) beyond 175 metres and upto 200 metres.
25
30646
1225.84
Labour charges for lowering of U PVC pipes, strainers, blank pipe etc. and fitting, fixing and joining of tubewell assembly at Site by welding in a manner as will be specified by the Engineer-in-Charge.
(i) 150 mm NB Bottom Plug
3
435
145.21
(ii) 150 mm NB Slotted pipe
30
4356
145.21
(iii) 150 mm NB Blank pipe
113
16408
145.21
(iv) 250 mm NB Housing pipe
54
16039
297.03
Supplying, fitting, fixing the following fittings of PVC-U conforming to IS: 12818 & lowering in position etc. as directed by the Engineer-in-Charge
(i) 250 mm x 150 mm reducer consisting of two nos. of reducer 250 x 200 mm & 200 x 150 mm PVC-U tapper shaped reducing socket with inner thread for larger end & outer thread for smaller end.
1
3300
3300.33
(ii) M.S. Centre guide (consisting of 3 nos., not less than 450 mm long and 125 mm rise of arch) of approved quality with two nos. MS clamps suitable for PVC- U pipes.
8
1885
235.74
(iv) 250 mm DN PVC-U top cap.
1
532
532.77
(iii) 150 mm DN PVC-U end cap.
1
273
273.46
Supply of gravel for use as pack in tube well of 2 mm to 4 mm. size (as per IS: 4097) and gravel treatment of tubewell including screening, washing, cleaning etc. of the gravels at the site, all complete as per direction of the Engineer-in-Charge
i) For sites within 4 Km. from all weather metal road.
32
86368
2699
Development of tubewell in accordance with IS: 2800 (part 1) and IS: 11189 to establish maximum rate of usable water yield without sand conent beyond permissible limit with required capacity of compressor (about 150 psi, 300 cfm aircompressor, actual psi and cfm depend upon tube well head conditions), running the compressor for required time till well is fully developed and followed by development of tube well by over puming with 15% to 25% higher discharge than expected discharge of tube well capacity Vertical Trubine pump and carrying out step-drawdown test, yield test, verticality test etc. as per prescribed method all complete including hire & labour charges of compressor, tools & accessories etc. all as per requirement and direction of Engineer -in - Charge.
Depth beyond 120 metre and upto 200 metre.
1
35243
35243
Electrologging of bore hole of different dia tubewell for locating water bearing strata and saline aquifer, if any, after conducting relevant geophysical tests. All test reports, compiled data and raw data sheets should be submitted to the Each Engineer-in-Charge (Cost is inclusive of all charges for equipments, labour, data aquisition & compilation of data sheets as per direction of the Engineer-incharge)
1
8015
8015.08
Mobilisation charges for transporting upto site including loading, unloading of all plants, machineries & equipments required for drilling, development and testing of Tubewells and also the cost of construction temporary roads over field and/or culverts, repairing existing roads and/or culverts all complete, carrying materials on head load, carts or boats as the case may be :-
(i)For sites beyond 4 km from all weather metal road.
1
7625
7625.64
Loading to truck P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg/cm2 capacity and average length of 6 metre kept in telescopic arrangement and stacking in godown/site as per direction including carriage by headload within lead of 50 metres.
200
203
1.02
Unloading from truck P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4
kg/cm2 capacity and average length of 6 metre kept in telescopic arrangement and stacking in godown/site as per direction including carriage by headload within lead of 50 metres
200
164
0.82
Carriage of P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg / crn'
capacity and average length of 6 metre kept in telescopic arrangement over Pucca I Kancha road for everv 100 m of such Distance uoto 100 kilometre.
200
1650
8.25
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. (a) 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 fine 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.
10.75
9156
851.73
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
25.1
8734
348
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
5224
5741.62
Brick work withIst class brick in cement mortar (1 : 6) .
9.22
47925
5198
(b) In superstructure ground floor
10.77
58373
5420
12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) .
2.61
1858
712
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
30485
6285.58
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
10611
324
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) ---- complete as per drawing and direction including cost of wire upto 1st floor level.(Other than SAIL/TATA/RINL) Total-
3.67
21475
5851.5
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. (a) with (1:6) cement mortar , 20 mm. thick plaster.
140
22260
159
(c) with (1:3) cement mortar , 10 mm. thick plaster.
10.92
1430
131
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
10695
324
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.
0.4
2904
7260.3
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
MS or WI Ornamental grill gate of approved design joints continuously welded with MS, WI Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs . (i) grill weighing above 10 kg/sq m and upto 16 kg/sq m and hanging with locking arrangement including all labour & material cost.
0.66
6526
9888
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.
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.
22
2068
94
Applying dcorative cement based paint of approved quality after preparing the surface including scraping the same througly as per manufacturs specification.
150.92
7395
49
Painting block letters or digits in Black Japan or any approved paint as per direction. G) Size above 12.5 cm and upto 15 cm.
60
900
15
Fitting & Fixing star Delta starter with necessary nuts, bolts, screws etc. as necessary as per direction and mending good damages to wall.
1
183
183.34
Fitting & Fixing voltmeter and ammeter with necessary nuts, bolts, screws etc. as necessary as per direction and mending good damages to wall.
2
117
58.71
Supplying and fixing sheet steel 240 V ,60/63 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. (Standard)
1
3275
3275.4
Meter loop connection with supplying and drawing 1.1 KV grade single core strendred FR PVC insulated & unsheated copper wire (approved make) 4X 80/0.4 (10 sq mm) in 20 mm rigid PVC conduit including necessary fittings as required. .
4
1619
404.79
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.
12
1260
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.)
4
2377
594.31
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
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
Connecting the equipment to earth busbar including supplying and fixing G.I (Hot Dip) wire no 8 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.
15
139
9.27
Supplying & fitting 200 mm × 300 mm. E.I. danger board on wall surface of Kiox box.
2
175
87.55
Instalation of submersible electro motor pumping set by using necessary requisite, tools and plants by lowering the same within the tubewell housing pipe upto the following depth as per direction by fitting, fixing column pipes and other accessories,----- etc complete. ii) Lenght of pump assembly of any length exceeding 18 m
1
1510
1510.61
Fitting & fixing of MS bend, Sluice Valve, with necessary nut bolts and rubber insertion.
7
382
54.69
12 mm thick wooden planks fitted and fixied complete as per direction of EIC. 1 b) Sishu/Champ/Badam/Gamar/Bhola/Morga/Hollak.
1.2
925
771
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.
4
156
39.14
Supplying and fixing including fexible pipe 16 sq mm FR standared copper wire.
6
897
149.6
Fitting & fixing only sheet steel 63 A main switch ( Rewireable type) / change over on flat iron frame /Angle iron frame on wall 415 V TPN.
1
221
221.45
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.
30
5280
176
Supply , fitting & fixing of heavy type bell mouth reducing socket (100 × 125 mm)
1
616
616
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.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 mm.
971.28
115844
119.27
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.
3.39
2887
851.73
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
22.03
7666
348
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
400
4056
10.14
b) 110 mm. dia
1200
10464
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.
2.2
12631
5741.62
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.
6.29
2037
324
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. (Other than SAIL/TATA/RINL).
1.3
7606
5851.5
Brick work with Ist class brick in cement mortar (1 : 6) .
10.24
53227
5198
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.
92.11
14645
159
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
92.11
3131
34
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.
670.18
44238
66.01
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 2263.08 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 all materials and labour and as per direction of Engineer-in-Charge.
1
2263
2263.08
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.
30
870
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)
30
2370
79
Labour charges for fitting, fixing 150 mm dia Alfa Alfa valve with 150 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 Flap valve with rubber insertion, nuts and bolts etc. complete. (Rate inclusive of transportation from departmental store to work site).
10
1122
112.21
Labour charges for fitting, fixing (150 x 140) mm dia M S reducer with 110 mm dia UPVC pipe with the help of FTP (flanged tail piece) by joining the PVC end of the tail piece and 140 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc. complete. (Rate inclusive of transportation from departmental store to work site).
10
1084
108.44
Fitting & fixing of 150 mm dia sluice valve.
3
164
54.69
Fitting & fixing of 150 mm dia 90 deg bend
1
49
49.03
Fitting fixing and laying of 150 mm dia GI pipe both ends flanged 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
1618
134.84
a) Testing of pipe line system against leakage by filling the distribution
chamber with water and supplying water through the entirepipe line net work
for at least 4 (four) hour including hiring and transport of suitable generator,
pump, tools and plants, fuel and lubricants, installation of the pump,
connecting the same with pipe line net work, making necessary electrical
connection and dismantling all these after completion of test - all complete as
per direction. ii) For MD.TW.
1
3740
3740.68
Loading to truck PVC pipes of dia 300/200/160/150/100 mm dia average length of 6 m kept in telescopic arragement and stacking in godown /site as per direction including carriage by head load within lead of 50 m.
1600
1632
1.02
Unloading from truck PVC pipes of dia 300/200/160/150/100 mm dia average length of 6 m kept in telescopic arragement and stacking in godown /site as per direction including carriage by head load within lead of 50 m.
1600
1312
0.82
Carrige of PVC pipes of dia 300/200/160/150/100 mm dia average length of 6 m kept in telescopic arragement over pucca/kancha road for every 100 m of such pipe upto 100 km.
1600
13200
8.25
Supplying fitting fixing bolts with nuts&washers 10-16mm dia.
20
3520
176
Materials:
PVC housing pipe, blank pipe & column pipes
250.00 mm (NB), Wall thickness 12.5 mm PVC (CM) threade casing pipe as per IS: 12818 - 1997 with latest ammends.
54
181980
3370
150.00 mm (NB), Wall thickness 7.5 mm PVC screen (Ribbed) threaded pipe as per IS: 12818 - 1997 with latest ammends.
30
54570
1819
Column pipes
125 mm NB column pipe one end screwed & other end welded with non standard flange.(3 m long) BOTTOM .IS1239.Galv IS4736. As per Annexutre F & technical specification -3.
1
10355
10355
125 mm NB column pipe both end welded with non standard flange.(3 m long) MIDDLE ..IS1239.Galv IS4736. As per Annexutre F & technical specification -3.
13
138866
10682
125 mm NB column pipe one end welded with non standard flange & other end welded with standard flange.(3 m long) TOP.IS1239.Galv IS4736. . As per Annexutre F & technical specification -3.
1
11434
11434
100 mm dia Alfa Alfa valves as per Technical specification (Annexture -H) & drawing (Annexture -I)
10
33000
3300
150 mm dia (NB) (5.4mm) 21.6KG/mERW as per IS 4270
12
24828
2069
Supply of 150 mm dia Sluice Valve
3
29850
9950
supply of 140 mm dia UP.V.C. Pipe (Class-II) as per IS 4985/2000 ,thickness 2.0 mm, Ivory grey coloured, 6 m length
400
196000
490
Supply of 110 mm dia UP.V.C. Pipe (Cl-II)IS 4985/2000 ,thickness 2.0 mm, Ivory grey coloured, 6 m length
1200
400800
334
Supply of 110 mm dia F.T.P. as per IS 10124 and Class -II type
7
2170
310
Supply of 140 mm dia Equal Tee as per IS 10124 and Class -II type
4
2848
712
Supply of 110 mm dia Equal Tee as per IS 10124 and Class -II type
10
3470
347
Supply of 110x140 mm dia upvc Reducer as per IS 10124 and Class -II type
4
1132
283
Supply of 140 mm diax60 Bend as per IS 10124.
2
1294
647
Supply of 110 mm diax90 Bendas per IS 10124
6
2268
378
Supply of 140 mm dia End Cap as per IS 10124 and Class -III type
3
990
330
Supply of 140 mm dia Extra Coupler as per IS 10124 and Class -IiI type
4
520
130
Supply of 110 mm dia Extra Coupler as per IS 10124 and Class -iII type
100
6700
67
Supply of solvent cement
10
4250
425
Supply of M.S Hexagonal head bolt & nut of size M16, 80 mm length
75
13200
176
Supply of Submersible Pump Set as per IS 8034(150-115m3/h,17-28m),20H.P 150mm outlet
1
92785
92785
Supply of 3c Flat water proof Cu.cables 3Cx4sq.mm as per IS 694
110
26290
239
Supply of 3dia electromegnetic Star Delta stater for 20HPas per IS 60947
1
24700
24700
Supply of 63ASwitch Fuse Unit TPNfor 20HPas per IS 60947
1
8418
8418
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.
150mm.dia( Table -5)
3
252
84
125mm.dia( Table -17)
15
1185
79
supply of M.S Surge Tank.as per drawing (Annex-C/P-4&5the body of which made of 3mm thick.MS Sheet in top&bottom cover are made of 5mm th.MS Sheet welded with the body and strengthened with etc.all joints are electrically welded to leak proof condition.etc comp.
1
25396
25396
Add GST @ 18% on Total of (SL. No.48 to 66)
994661.66
179039
0.18
Add CESS @ 1% on Total cost of SL.No.(1 to 91) & SL.No.(1125 to 129)
1173700.76
11737
0.01
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