Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date8 Jul 2024
Closing Date16 Jul 2024
Tender Amount₹ 2,93,557
Costs
EMD
₹ 6,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wridd/ Ee (a-i) /malda/ Enit- 01 /2024-25 (sl. No. 1 To 11)
Description
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Contact
Tender Id
2024_WRDD_708070_2Bid Award Id
ViewTender No
WRIDD/ EE (A-I) /Malda/ eNIT- 01 /2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
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Documents
BOQ Items
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(vii)160 mm X 110 mm X 160 mm.dia. PVC. Tee class-I, as per IS 7834[WRDD Schedule,Ch11 Page No -52, Item No -10/xxiv]
6
4978
829.8
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(vii)160 mm X 140 mm X 160 mm.dia. PVC. Tee class-I, as per IS 7834 [WRDD Schedule,Ch11 Page No -52, Item No -10/xxv]]
6
5222
870.34
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110 mm X140 mm. PVC. Reducer class-I, as per IS 10124( 13.00 rates of Materials for the programme 2022-23
6
1698
283
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160 mm X140mm. PVC. Reducer class-I, as per IS 10124( 13.00 rates of Materials for the programme 2022-23
6
1968
328
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140 mm dia PVC 90 degree benmd class-I, as per IS 10124( 13.00 rates of Materials for the programme 2022-23
10
6470
647
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PUMP HOUSE MAINTENANCE: Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) 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.
0.51
60
11927
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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth.
4.89
23847
4872.88
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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 75 m.. (P.W.D schedule page No.10 & item No.2) In ground floor including roof.
0.07
65
939
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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..
31.95
607
19
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125 mm thick brick work with 1st class bricks in cement mortar (4:1) in Ground Floor.
3
2004
668.33
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Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion.
0.17
737
4339
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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 and including 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 permited) with ordinary cement. (iii) 25 mm thick
9
2185
242.8
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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.
2.31
12340
5349.23
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Plaster (to wall, floor, ceiling etc.) with sand and cement morter including rounding off or chamfering corner as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (gorund floor) (ii) 15 mm. thick plaster. (Outside wall of Room, Steps etc.)
46
7090
154.14
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Neat cement punning about 1.5 mm thick in wall, dado, window sills floors, drains etc.
37
1210
32.72
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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 (Ground floor) (a) Two coats (on new works only). (i) Other than yellow, pink.
109.1
5345
49
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Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.
(vi) 100mm. X 50mm. X 1.25mm
6
288
48
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(iii) 75mm. X 40mm. X 1.12mm
12
372
31
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Priming one coat on wooden surface with synthetic enamel/ oil bound primer of approved quality including smoothening surface by sand papering etc. [P.W.D Schedule page no.343, item no 7(b)].Steel surface
4.26
123
29
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Painting with best quality synthetic enamel paint of approved make and brand including smoothenig surface by sand papering etc. including using of approved putty etc. on the surface if necessary.
4.26
336
79
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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.
5.4
1738
322
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Additional cost of carriage of constructional materials for construction of one D.T.W. pump house @3% of total except for earth work in excavation and filling
58295
1748
0.03
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PIPE LINE MAINTENANCE: b) 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, dressing and ramming the bottom as required complete.
263.25
26064
99.01
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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 andemery 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.
140 mm dia PVC pipe
90
912
10.14
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110 mm dia PVC pipe
180
1569
8.72
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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.
Total Excavated earth for pipe line
259.06
17100
66.01
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Labour charges for fitting, fixing 200 mm )( 200 mm )( 160 mm., 140 mm )( 140 rnrn x 160 mm., 110 mm x 110 mrn x 160 mm. p.v.C.tee with 150 mm. dia. M.S. extension piece by using P.V.C. tail piece
6
673
112.21
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Labour charges for fitting,fixing 160mm. dia. P.v.C.riser pipe with 150mm. dia. M.S. 90° bend by using P.V.C. tail piece
6
673
112.21
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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 and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge.
xxviii) 125 mm dia C.I. Sluice valve
3
163
54.49
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1)a 125 mm dia flange pipe
30
4045
134.84
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v) 125 mm. dia. ERW pipe 90° return bend, both end flanged including supplying and fixing wooden block
1
269
269.68
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(xii) 125 mm. dia. special bend, both ends flanged.
3
243
81.09
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Labour charges for fitting, fixing150 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 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.
4
448
112.21
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Labour charges for fitting. fixing M.S. Special bend with 160 mm X 200 mm. dia. P.V.C. reducer with the help of flanged tail-piece by joining P.V.C. end of tail-piece and 160 mm. end of reducer with coupler and flanged end of tailpiece and special bend with rubber insertion, nuts and bolts complete
2
224
112.21
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a) Supplying and filling up of the annular space between the Well Pipe and the bore hole by coarse sand including watering as necessary as per direction of the Engineer-in-ChargeExisting abandent Bore Hole
9.61
6905
718.53
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Labour charge for replacement of different PVC. Accessories in differentportion of PVC. Pipeline of HDTW 1 MDTW 1 RLI including taking out of theexisting damage accessories, and excluding the supplying the new acces sories of 4 Kg.lcm2 capacity and as per I.S. specification at site andfitting,fixing the same by joining with solvent cement (cost inclusive) afterroughening up the surface with wire brush, emery papers etc., to make the joint leak proof all complete as per direction of Engineer-in-Charge.
(ii)160 mm X140 mm. PVC. Reducer
6
480
80.15
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(vi)140 mm X 110 mm X 140 mm. PVC.Te
3
359
119.75
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(vii)160 mm X 110 mm X 160 mm.dia. PVC. Tee
6
718
119.75
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(vii)160 mm X 140 mm X 160 mm.dia. PVC. Tee
6
718
119.75
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(xi)140 mm. dia. 90° long bend
10
999
99.95
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(xiv) 160 mm. dia. flanged tail piece fitted with Alfa-Alfa valve
3
390
130.13
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(ix) 110 mm X140mm. PVC. Reducer
6
480
80.15
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Labour charge for replacement of damage PVC. Pipe of any length in thePipe line of HDTW 1 MDTW 1 RLI with new piece/s of pipe after taking out thedamage pipe/s from the existing pipe line by cutting with hacksaw and joiningthe new pipe/s with the existing pipe line using necessary couplers afterroughening up surface with wire brush, emery paper and applying the solventcement (cost inclusive) to make the joint leakproof (pipe & couplers to besupplied departmentally) including transporting departmentally issued pipe/s,couplers etc. from Sub-Divisional Store to the Site all complete as per directionof Engineer-in-Charge.
(ii)110 mm. dia. PVC. pipe
15
2998
199.91
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(iv) 140 mm. dia. PVC. Pipe
15
2998
199.91
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a) Removing of Chokage due to sludge, mud, sand or any other forign materials deposition from the underground 110/ 140/200/315 mm dia. PVC. Pipe Line with split bamboo,wire brush, coir rope etc. along with suitable cleaning agent as necessary as per direction of E.!'C. (This item includes the cost of earth cutting & back filling of trenches and required materials for chokage cleaning but excluding the cost for replacement & jointing of PVC pipes).
ii) For 200/140/11 0 mm dia PVC Pipe
600
18672
31.12
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Loading to truck P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg/cm2capacity and average length of 6 metre kept in telescopic arrangement and 100 m,stacking in godown/site as per direction including carriage by headload within lead of 50 metres
390
397
101.84
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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 100 rn and stacking in godown/site as per direction including carriage by headload within lead of 50 metres
390
316
81.04
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Carriage of P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg 1 ern' capacity and average length of 6 metre kept in telescopic arrangement over Pucca I Kancha road for everv 100 m of such Dice uoto 100 kilometre.
Carriage upto 40 KM
390
1287
8.25
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INTERNAL WIRING: Fixing only Sheet Steel Main Switch(Rewirwable type)/ Change over on Flat Iron Frame/Angle Iron Frame on wall ( including all materials except equipment ) i) For 100 Amp. Main Switch
1
215
215
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Fixing only starters (for motor control) on flat angle iron frame on wall. b) For star delta starter 22.5 HP to 25 HP.
1
215
215
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Fixing only Voltmeter/Ammeter/Energy meter with screws & other fixing materials incl. making necessary holes and connections.
a) Ammmeter
1
57
57
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Supplying and fixing 240 volt, 15/16 Amps. DP. Sheet Steel Main Switch on flat iron frame on wall. (Havells make.)
1
576
576
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Earthing with 65 mm. dia G.I. pipe ( TATA medium) into 3.0 mts . Long and 1 no 50mmx6mm galvanized ( hot deep) steel strip ( 4 metre long) , 20mm dia x125mm long galvized bolt , double nuts double washers including finishing both ends by making holes etc. and S& F 65 mm dia G.I. pipe ( ISI medium) protection ( 3mts long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 mts.
(a) For soft soil
1
3868
3868
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Supplying and fixing earth bushbar of galvanized (Hot Dip) M.S. Flat 25 mm × 6 mm on wall having clearance of 6 mm. from wall including providing drilled holes on the busbar complete with G.I. bolts, nuts, washers etc. , spacing insulators as required .
0.3
46
156
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Connecting the equipments to earth busbar including supplying and fixing G.I. (Hot Deep) Wire of size as below on wall/floor with stapples burried inside wall and floor as required and making connection to equipments with bolts, nuts, washers, cable, lugs etc. as required and mending good damages. ( a) 6 SWG
5
45
9
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Finishing the end of XLPE/P.V.C.armoured cables by crimping method including supplying & fixing soldering socket,(dowels make), tapes , anti corrosive pastes & joining materials.
(a) 3½ core 25 Sqmm.
2
220
110
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Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. 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 incl. necy. connections and making earthing attachment and mending good damages to building works. [PVC casing-capping and Switch board both on surface]
Outside room - 1 light point
Pump Room - 1 light point
Varandah - 1 light point
(a) average run 6 mts.
3
1950
650
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Supply & Fixing angular batten holder (Anchor) on 75mm dia PVC round block / round bakelite on wall/ceiling.
4
152
38
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Supplying & Fixing bulk head light fitting (Havells make) with die cast aluminium housing & frosted glass on wall/ceiling incl. S&F 8watt CFL / 100 watts GLS lamp complete set.
1
579
579
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Add extra charge @ 5.0 % for Malda District as per preface item A - iv of Electrical wiring volume - I of 2017.
0.05
396
7923.8
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Withdrawal of electro motor submersible pumping set of following capacities from within the tubewell housing pipe of the following length by using all necessary requisites tools and plants and carefully as per direction of Engineer-in-Charge and stacking the same properly at site within the tubewell
premises complete. (a) 100/150/200 cubic metre per hour capacity electro motor pumping set.
I(ii) Length of pump assembly of any length exceeding 18 metre length from existing Tube Well
1
1045
1045.73
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Installation of submersible electro motor pumping set of following capacities 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, fixtures with necessary nuts, bolts and washers and suspending the entire assembly of pump set vertically by fixing the same supported by M.S. clamps over the top of housing pipe, binding the motor cable with each column pipes and drawing cable upto pump controller/starter point including opening out of the top cap of housing pipe of the tubewell and testing of motor both in loading as well as in unloaded condition before and after installation of the same. (The rate is inclusive of hiring charges of tools & plants.)
(a) 100/150/200 cubic metre her hour capacity electro motor pumping set.
(ii) Length of pump assembly of any length exceeding 18 metre length.
1
1510
1510.61
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Meter loop connection with 1.1 K.v. Gr. 3% core 14 core 10 Sqmm to 50 Sq mm. p.v.C.! XLPE insulated & sheathed and armoured Aluminium/Copper Cable from Meter toincomming TPN Main Switch 1 Terminal.(Brand: Gloster/Havells/Finolex)
For HDTW/MDTW/MINI RLI Scheme
i) 25 Sqmm 3% Core Copper Cable
2
3119
1559.64
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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 and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge.[WRDD Schedule page no.14, item no 2(i)] i) 150 MM DIA ERW/MS PIPE
18
2427
134.84
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ii) 150 mm Dia Sluice valve
3
163
54.49
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iii) 150 mm. dia. ERW pipe 90° return bend, both end flanged including supplying and fixing wooden block
4
1078
269.68
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Carriage of Departmental materials from the Deparmental Store to the work site and return back the damaged/replaced and unused materials to store including loading & unloading complete at both sides by TempoNan Rikshaw/Mini Truck etc. upto 25 Km distance in one way.
iii) Pump-Motor Set (this item is applicable only for burnt/damaged Pump-MotorSet
1
1037
1037.25
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i) For Delivery pipe, Surge Tank, Bend, Valve etc.
1
905
905.23
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Charge for jointing water proof cable with required water proof insulation and proper jointing compound including supplying other related materials complete.
6
594
99.01
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Electric welding charges upto 8mm MS plate , MS channel etc and others member of the barge including hiring charges of all tools and plants . Welding of MS structural work with gas/electric (b) Continous welding
10
90
9
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Add G.S.T. @18% (For Sl No 09 to 73)
0.18
30691
170507.22
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Add CESS @ 1% (For Sl No 09 to 74)
0.01
2011
201198.52
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