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₹ 78,77,218
Costs
EMD
₹ 1,58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbwrdd/ee (am) /kly/e-nit-11(sl-1)/24-25
Description
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Contact
Tender Id
2024_WRDD_769479_1Tender No
WRDD/EE_AM/Kly/eNIT11/24-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
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Documents
BOQ Items
140 mm. dia P.V.C. pipe Class-II ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement.
36
490
17640
200X200X200 mm dia P.V.C. Equal Tee with free solvent cement.
12
1482
17784
140X140X140 mm dia P.V.C. Equal Tee with free solvent cement.
31
712
22072
315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P.
2
4594
9188
200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P.
8
1326
10608
160 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P..
25
670
16750
200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.
12
994
11928
160 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.
25
328
8200
200 mm. dia 60degree ( IS. No. 10124/88 Part- 8 with latest amendment ) bend
3
1776
5328
140 mm. dia 90degree (IS. No. 10124/ 88 Part- 8 with latest amendment) bend
25
647
16175
140 mm. dia 60degree ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend
24
647
15528
200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
2
755
1510
140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.
2
330
660
Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement.
5
1186
5930
Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement.
22
301
6622
Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement.
110
130
14300
150 mm dia ISI marked P.V.C.Flexible Hose pipe as per IS 15265
100
1503
150300
Extra Solvent cement I.S. 14182-1994 with latest amendments
5
425
2125
G.I. M.S. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set) .
1
875000
875000
150 mm. dia I.S.I. mark and specification Pn- 1.4 ,C.I sluice valve
11
9950
109450
C.I. Foot valve ( 150 mm. dia) heavy duty flange type W/t. 28 Kg + 5% IS: 4038/1986 with latest amendment ISI marked (FlangeType).
2
4935
9870
150 mm dia CI Alfa-Alfa Valve as per specification (IS)
25
4435
110875
150 mm dia 90º GI bend (both end flanged) - ISI marked-IS 1239, Galv- IS 4736 (With priming arrangement)
2
8393
16786
150 mm dia 90º GI bend both end flanged - ISI marked-IS 1239, Galv- IS 4736
8
8175
65400
G. I. 150 mm dia (4.8 mm thk) E.R.W. Pipe withboth flanged IS: 1239, Galv- IS4736
84
3800
319200
150 mmφ M.S. Hose Clamps 5 mm thickness 45 mm width fitted with bolts & nuts.
20
109
2180
150 mm. dia CI Combined Nipple one end flanged & other end grooved with 3 coat anticorrosive paint on outer surface
8
1091
8728
For Distrubution Chamber Total length of the Bolt is 375+10 mm having welded head 80+10 mm in length & 20 mm in nominal,he average weight of such Bolts to be 1.5 Kg per Bolt. For Distrubution Chamber
44
358
15774
For Electro motor Pump Sets 5/8"x10" with Nut & 2 nos Washer The average weight of such Bolts to be 1.1kg per Bolt
8
262
2103.2
M.S. Nuts & Bolts as per IS: 1363(Part 1 7& 3) /1992 M 20x80 mm.[Number of bolt in 50 Kg = 159 nos]
536
75
40200
M 20x100 mm.[Number of bolt in 50 Kg = 138 nos]
152
87
13224
M.16x65 mm[Number of bolt in 50 Kg = 308 nos]
488
39
19032
M 16x80 mm [Number of bolt in 50 Kg = 270 nos]
160
44
7040
M.16x90 mm [Number of bolt in 50 Kg = 250 nos]
72
48
3456
20 H.P Electro motor Pump set having capacity of 210 cubic meter per hour discharge at 18 meter total head. The Motor shall be designed for operation at 415 V (±6%), 3 Phase, 50 Cycles per Sec (±3%), AC supply 1500 RPM.The motor shall be TEFC & as per IS325/1996 with latest amendments there of. The Pump (NW-12D of size 150×150 mm) shall be horizontal, single stage, split casing as per IS6595/1993 with latest amendments there of. Pump should be directly coupled with motor & mounted on a common fabricated MS base frame.(i) 20 H.P. ,200 m³/hr,18 m head.
2
176900
353800
20 HP 3Ø Electromagnetic Star-Delta motor controllers with 4 pole heavy duty power contractor, single phasing preventer and normal protective features, MCB, Indicators, push buttons, Ammeter & Voltmeter, all in IP54 enclosure of min 16swg. CR sheet steel, 10 tank process powder coat painted and as per technical specification. (Oil Immersed)
2
24700
49400
Supply of 200Amp four pole Busbar chamber with Copper bars of 30 cmX2.5cmX0.6cm provided with requisite bolts (with insulated cap), nuts, washers in CRCA sheet metal enclosure of thickness 17 swg (1.22mm) having dimension of 36cmX29cmX15cm with rating & WRDD letter embossed on cover, with continuous welded smoothly chamfered edged, dust and vermin proof, stove enameled/ powder coat painted and with raised mounting arrangement.
1
9697
9697
Sheet metal enclosed rewireable type Fuse, Main Switch, 415 V 3 v Phase , 50 cycles A.C. supply conforming to IS 60947 (Part-3) /1993 for 200 Amp TPN.
1
16260
16260
Sheet metal enclosed rewireable type Fuse, Main Switch, 415 V 3 v Phase , 50 cycles A.C. supply conforming to IS 60947 (Part-3) /1993 for 63 Amp TPN.
2
8418
16836
Supply of 1.1 KV grade 3½ core 50 sq. mm. PVC insulated Al conductor armoured cable as per IS:7098 (Part-I)/1998 having IS mark
95
681
64695
150mm dia Foot valve lather washer.Brand:Imperial/Techno
2
379
758
Supply of Compressed Asbestos Fibre jointing made from 5 mm thick red jointing sheet as per I.S.2712/1998 Grade W/3 FYSAX AMJ 321.Gasket for raised surface of M.S.Flange as per I.S.6392/71 500mm.dia(Table-5)
6
1506
9036
Supply & transport of Rubber Insertion 5 mm thick with proper reinforcement 2 Ply conforming to I.S.638/79 with ISI Mark with latest ammendments duly ISI Marked suitable for M.S. Flange as per I.S.6392/71 with standard drilled holes (Table-11.17). 300 mm dia( Table-11)
2
303
606
300 mm dia( Table-5)
4
303
1212
200mm.dia( Table-11)
6
201
1206
200mm.dia( Table-5)
12
201
2412
150mm.dia( Table -17)
85
159
13515
150mm.dia( Table -5)
14
159
2226
80 mm.dia(Table-17)
2
80
160
Supply of 450mm. NP-2 Class bore dia R.C.C Spun pipe of length 2.44m. With matching coller as per IS: 458/1988 with latest amendment.
30
4910
147300
TOTAL
1
5319313
5319313.2
PART- B 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, as directed and including trimming the sides of trenches, leveling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete. Depth of excavation not exceeding 1.5 metre (not required shoring).
25.19
119
3004.41
Earthwork in excavation of field trenches as per design section & alignment for laying of pipelines( PVC,RCC,ACP etc) upto a depth of 1500 mm in all sorts of soil including removing, spreading or stacking extra earth as directed.The includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom bailing out water as required complete.
2833.64
99
280558.7
Laying of PVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipesfittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge for 315 mm. dia
805.32
11
9116.17
for 200 mm. dia
1209
10
13105.56
for 140 mm. dia
2520.77
10
25560.56
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.)
2689.63
66
177542.15
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work
2.85
7754
221.22
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
3.77
95183
3588.4
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.
83.54
327
27317.58
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 for Pakur variety (Stack yard to site distance= 40KM)
2.12
6243
13235.16
Ordinary Cement concrete (1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering, reinforcement, if any, in ground floor as per relevant IS code for Pakur Variety (Stack yard to site distance= 40KM),
10.24
5700
58368
Cement concrete with graded stone ballast (40 mm size excluding shuttering)-In ground floor for Pakur Variety for 1:3:6 proportion
1.66
4833
7998.62
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). Above 325mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge.
39.24
330
12949.2
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 for SAIL /TATA /RINL,
0.14
54990
7423.72
Brick work in cement mortar (1:6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete in foundation and plinth.
32.78
4952
162326.56
12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete.
19.5
679
13240.5
Plaster (to wall, floor, ceiling etc.) with 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 for 15 mm thick (1:6) proportion.
287.25
144
41364
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
287.25
34
9766.5
Labour charges for fitting and fixing and laying , where necessary of following M.S/G.I. /E.R.W pipes and accessories (to be supplied deparmentally) including transportation of the same cutting, threading, jointing & making leak proof threaded / flanged joints at site, by using scoket/ rubber insertion, nuts and bolts etc., maintaing the proper alignment and level / all complete / as per direction of E-I-C. for 150 mm dia E.R.W Pipe.
84
134
11326.56
Labour charges for fitting and fixing of M.S. / G.I. / C.I.accessories and special in pipe line (accessories & special to be supplied departmentally) including supply of jointing materials viz.rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-in-Charge for 150 mm dia sluice valve.
11
54
601.59
Erection, fitting and fixing set of M.S Quadrupped inlet and outlet pipe fittings for Ist chamber and 2nd chamber of Major RLI scheme.(Rate inclusive of transportation from Deptt. Store to work site).
2
29920
59841.5
Labour charges for fitting fixing 150 mm dia alfa alfa valve with 160 mm dia P.V.C. riser pipe with the help of flanged PVC tail piece by jointing the PVC end of tailpiece and riser pipe with coupler and flanged end of tailpiece and alfa alfa valve with rubber insertion, nut &bolts etc. complete.
25
112
2805.25
Labour charges for fitting fixing PVC riser pipe with 160/140 mm dia M.S/PVC. 90 deg. bend by using PVC tailpiece.
25
112
2805.25
Labour charges for fitting fixing 200 mm x 200 mm x 160/200 mm or 140 mm x 140 mm x 160/140 mm PVC tee with 150 mm dia M.S. extension pipe using by PVC tailpiece.
25
112
2805.25
Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme ( one at rode side and other at site) the board will be made 3 mm thick MS plate of 300 mm X 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-I) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soilng. This will include one materials and labour complite as per drawing and direction of EIC.
1
3677
3677.51
Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout 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
Installation of Diesel Engine /Electro-Motor pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper (to be supplied departmentally) by fixing nuts and bolts and making connection of suction hose and foot valve with necessary fittings at the inlet end of the water pump and fitting fixing of 90° M S priming bend, sluice valve and delivery hose with all necessary fittings at the delivery end of the water pump, duly connected with the pipe line, maintaining proper alignment and level including cutting holes on the wall of the pump house where necessary, mending good damages after completion of the works as per direction of Engineer-in-charge. (Pump set and all accessories will be supplied departmentally).
2
1446
2892.98
Testing of pipe line system against leakage by fillinh 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
4987
4987.26
Extra transportation charges for carrage of constructional materials for WTA & PH by Cart / Boare/ Head load @ 4% of actual execution of items
0.04
428818
17152.75
Total PART- B
1
976525
976525.86
PART - C 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, as directed and including trimming the sides of trenches, leveling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete. Depth of excavation not exceeding 1.5 metre (not required shoring).
27.87
11927
3324.05
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) by fine sand
15.09
95183
14366.92
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) with earth obtained from excavation of foundation.
6.49
7754
503
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.
59.08
327
19319.81
Ordinary Cement concrete (1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering, reinforcement, if any, in ground floor as per relevant IS code for Pakur Variety (Stack yard to site distance= 40KM),
2.46
5700
14022
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 for Pakur variety (Stack yard to site distance= 40KM)
8.72
6243
54457.69
Brick work in cement mortar (1:6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete in foundation and plinth.
4.98
4952
24660.96
For superstructure ground floor
11.26
5174
58274.76
12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete.
5.89
679
4001.35
40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures.
5.78
289
1670.13
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 25mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge. i) 25 mm. to 37.5 mm. thick wooden shuttering without staging
50.68
330
16725.39
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction for works in foundation and upto roof of ground floor/upto 4 m for Tor steel/Mild Steel for Other than SAIL/ TATA/RINL
0.55
54991
30135.07
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 including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.
In ground floor for 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).
Using grey cement for 25 mm. thick
19.95
264
5266.54
Plaster (to wall, floor, ceiling etc.) withsand 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 for 15 mm thick plaster-Outside (1:6) proportion.
69.36
144
9988.42
Plaster (to wall, floor, ceiling etc.) with 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 for 20 mm thick plaster-inside (1:6) proportion.
62.1
164
10184.56
Plaster (to wall, floor, ceiling etc.) with (1:4) 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 10 mm thick (1:4) proportion.
37.68
128
4822.78
Neat cement punning about 1.5 mm. thick in wall dado,floor, drain, door and window sill etc. complete.NOTE:Cement 0.152 cu.m per100 sq.m.
32.7
34
1111.87
M.S .or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. In first floor-for Grill weighing above 16 Kg./sq.mtr and above
0.86
9696
8377.34
M.S. gate of Jail type 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 arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. In ground floor.
6.84
10090
68975.24
Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design.
15
277
4155
White washing including cleaning and smoothening surface thoroughly for Two coats inside wall
83.6
1814
1516.49
Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly for Internal surface (All floor) for One coat of colour wash for Other than yellow, pink.
83.6
1462
1222.22
For External surface (Ground floor) for Two coats (on new works only) for Other than yellow, pink.
60.76
2135
1297.27
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc Gr. Fl.-Shutter, Grill etc.
31.54
29
914.54
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 for steel or other metal surface for super gloss (hi-gloss) -Two coats (with any shade except white)
31.54
79
2491.34
Supplying fitting approved type ventilator in position after cutting holes in walls setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brand of any shade. Payment of mending good damages of wall & plaster and painting to be made separately for R.C.C ventilator of 20 mm. thick Upto 0.10 sq.m. area
6
108
648
Supplying, fitting & fixing UPVC pipes A-Type and fittings conforming to IS 13592-1992 with all necessary clamps nails, including making holes in walls, floors etc. cutting trenches in any soil through masonary masonary concrete structures etc. if necessary and mending good damages including joining with jointing materials (Spun Yarn, Valamoid,/Bitumen/M-Seal etc.) complete for UPVC Pipes:75 mm. Dia.
0.6
188
112.8
for Plain Tee : 75 mm Dia
2
102
204
for Bend 87.50 : 75 mm Dia
2
95
190
Supplying Padlock- 7 Levers, Godrej make with keys.
3
600
1800
Add. @ 4% for extra carriage for Major RLI Schemes as per current WRDD SOW except earhwork in Excavation and Filling
0.04
360912
14436.5
TOTAL - C
1
379176
379176.04
PART- D : Laying only Cable upto 50 sqmm through existing RCC/Hume/ GI Pipe/open masonary trench for single, 2, 3, 3½ & 4 core
95
43
4085
Supplying and fixing 15/16 A (Havells Make, 240V DP with fuse on L&N) Sheet steel Main Switches on flat iron frame on wall.
1
576
576
Supplying & Fixing bulk head light fitting (Havells make) with die cast aluminium housing & frosted glass on wall/ceiling incl. S&F 8watt CFL lamp complete set.
3
579
1737
Wiring from 15/16A DPIC main switch to Busbar box in 1.1 KV grade single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc. (i) 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm)
4
102
408
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] (i) Average run 6 mtr.
5
650
3250
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 5A 3 pin flush type plug socket with piano key type switch (Anchor make) fixed on sheet steel fabricated CRC MS switch board with bakelite / perspex (wall matching color) top cover of 3 mm thick flushed in wall by housing the board after cutting brick wall incl. necy. connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface] (i) Average run 1.5 mtr
1
268
268
Fixing only TPN switch fuse units in Sheet Steel enclosure with HRC fuses on angle iron frame on wall for 32A to 400A.
2
280
560
Fixing only 63 Amps 415V TP/TPN Sheet Steel Main Switch (Rewireable type)/ Change over on Flat Iron Frame/Angle Iron Frame on wall On angle iron frame.
2
215
430
MOTOR INSTALATION & WIRING: Fixing only MS sheet metal 4 bars 200 Amps busbar Chamber on angle iron frame on wall.
1
486
486
Fitting & fixing of (DOL or Start- Delta/Auto-Transformer) with Nuts & bolts fixed on Angle iron frame on wall and making necessary connection with the electrical equipments for Star-Delta/Auto-Transformer Starter (above 15 HP upto 25 HP)
2
240
480.9
Fixing Volt meter(1 No.),Ammeter (2 No.) and Selector switch(1 No.) with necessary screws and other fixing materials including making holes where necessary and making connections.
4
57
228
Meter loop connection with 1.1 KV G.R. 3.5 core /4 core 10 sqmm to 50 sq.mm PVC/XLPE insulated and sheathed and armoured Al /Cu Cable from Meter to incoming TPN Main Switch/200A Main switch to another 200A Main switch/Terminal (Brand: Gloster/Havell/Finolex) For Major RLI Scheme for 50 sq.mm 3.5 core Al Cable
20
486
9731.2
Supplying and drawing with 1.1 KV, PVC flexible 'FR'cables Cu conductor conforming to IS:694 in suitable size with fitting & fixing on wall/Kiosk Box including making necessary connection to the prefixed devices with all necessary accessories like saddle, screw, clips, gland, socket etc. conforming to IEE Regulation and asper direction of EIC for Major RLI for 4CX25 sq.mm Cu cable conforming to IS:694 in [100/200Amp TPC Switch to Busbar]
2
1561
3123.06
(ii) 3CX16 sq.mm Cu cable conforming to IS:694 in [Busbar to 63 Amp TP Main Switch and 63 A TP Main Switch to Motor Starter and Busbar to Voltmeter/Ammeter/Selector switch]
8
793
6351.68
(iii) 2X3CX10 sq.mm Cu cable conforming to IS:694 in 32 mm GI Conduit (ISI Medium Quality) [Star-Delta Motor Starter to Motor]
12
926
11123.04
Supply & Fixing EI danger board on wall (b) 20 cm x 30 cm (8"x12")
2
85
170
Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. 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 pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: (a) By ISI-Medium GI pipe
2
1369
2738
(a) 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. (0.4 x 2pc)
0.8
156
124.8
Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making onnection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages for Solid GI wire No. 8 SWG
60
9
540
Supplying & Fixing 12" Heavy guage Aluminium conical shade of approved make
3
83
249
Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials for 4 core 6 sqmm cable
16
62
992
Insulation testing of internal wiring of Pump House/Kiosk Box including wiring of electric Motor & other ancilary equipments by means of Megger.
1
165
165.02
Considering Extra Rates @3% for Nadia District & applicable for PWD Schedule item only
0.03
16841
505.25
TOTAL PART D :
1
48321
48321.95
PART - E SURVEY OF LINE H.T.O.H. LINE
0.13
2761
358.93
SURVEY OF LINE L.T.O.H. LINE
0.2
1714
342.8
ERECTION OF POLE WITHOUT FITTINGS WITHOUT INSULATOR OF 8MT. PCC POLE(LT)
4
1501
6004
ERECTION OF POLE WITH FITTINGS WITHOUT INSULATOR-OF 9MT. PCC POLE
4
2620
10480
EXTENTION OF POLE.(PCC POLE )
8
1706
13651.04
ERECTION OF D.P. STRUCTURE WITHALL FITINGS 9MT. PCC POLE.
1
12309
12309
ERECTION OF HT.STAY COMP.
11
641
7051
ERECTION OFLT.STAY COMP.
5
555
2775
EARTHING COMP.
13
313
4069
FIXING OF C.G. BRACKET.(SINGLEPOLE)
6
237
1422
FIXING OF C.G. BRACKET. DOUBLE POLE
1
379
379
DRAWAL OF LEAD WIRE (2-WIRE)-30-60 MT.
1
312
312
DRAWAL OF LEAD WIRE (2-WIRE)-60 MT.-100MT
5
506
2530
FIXING OF CROSS LACING
60
15
900
TEE-OFF ON DOUBLE POLE
1
1483
1483
FIXING OF 11KV PIN INS.
24
63
1512
FIXING OF DISC.INS.11KV
12
65
780
FIXING OF L A SET(12 KV)
1
339
339
STRRINGING AND SAGGING WITH-A.C.S.R.50SQ.MM,3-WIRE
0.2
8289
1657.8
STRINGING & SAGING OF PVC CABLE 4CX50 SQ MM.
0.13
8432
1096.16
STRINGING & SAGING OF GI WIRE 4MM.
0.13
1592
206.96
ERECTION OF D.P. STRUCTURE WITH- 9 MTR. PCC POLE.
1
8922
8922
GIS SURVEY CHARGES FOR ELECRICAL NETWORK
10
31
310
PCC POLE 9M
8
10198
81586.24
PCC POLE 8M
4
5363
21453.76
M.S. CHANNEL 100 X 50MM
0.05
109813
5929.95
M.S. CHANNEL 75 X 40MM
0.48
110043
52710.64
M.S ANGLE 65 X 65 X 6MM.
0.33
108667
35860.19
M.S. FLAT 65 X 6MM
0.24
117493
28315.99
GI STAY SET HT(1830X20MM)WRKG LD-7900KG
11
795
8754.13
Porcelain guy insulator HT
11
52
576.4
G I STAY WIRE 7/3.15MM
0.08
142310
10957.94
GI STAY SET LT(1680X16MM)WRKG LD-5100KG
5
462
2310.85
Porcelain guy insulator LT
5
21
105.55
G I STAY WIRE 7/2.5MM
0.03
145404
3635.12
G I EARTH SPIKE 1833X20MM
13
367
4783.74
G.I. WIRE 5MM.
0.11
136865
14781.53
G.I. WIRE 4MM.
0.02
137360
2060.41
COND ACSR RBT 50SMM
0.64
62290
39741.1
DTR 63KVA 11/0.433KV, 3PH O/D
1
197568
197568.41
11KVPOLYMER COMP. WH FTTG PIN INSL 5KN
24
243
5850.96
11KVPOLYMER COMP. WH FTTG DISC INSL 45KN
12
183
2197.8
COMPOSITE H/W FITTGS. FOR 30/50SMM COND
12
327
3933.96
TURn Buckle 18 x 3/4"
4
281
1125.88
PG CLMP-WSL/RBT.( 30/50SMM)
6
187
1127.28
ISL 11KV 200A TPGO
1
10384
10384.98
LA12KV(5KA)FOR11KV
3
524
1572.69
1.1KVPVC4C 50SMM AL CABLE
0.17
248238
40959.32
LOBOUR COST
1
78890
78890.69
MATERIAL COST
1
578284
578284.82
TOTAL
1
657175
657175.51
Supervision Charge as per WBSEDCL quotaion
1
84541
84541
Cess 1% of Labour cost
1
788
788.91
Security Deposit
1
37784
37784
TOTAL PART - E
1
780289
780289.42
PART - F Campaigning in the command area of clustered PDW Sub-projects by community workers for mass awareness , capacity building to achieve sustainability of Sub-projects. Cost include wage payment to community workers, transportaton, leaflet etc.
4
2600
10400
Demarcation of command area, selection of beneficiaries and preparation of land schedule within one cluster having CCA 30 Ha
1
12000
12000
Meeting Cost for WUA formation, cost including Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges
3
5500
16500
Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, conveyance cost & opening of Bank A/C etc.
1
1200
1200
Livelyhood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charge ( rate on meeting )
5
5500
27500
Meeting and onsite demonstration for operation & maintenance of wells, water manangement and mode of collection of water tax, building of corpus fund etc
3
5000
15000
IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 and SL - 4
220
35
7700
Documentation Cost for activities of WUA Scheme - by still photography, report booklet etc in both hard and soft copy.
1
2000
2000
Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years' period
10
1200
12000
TOTAL PART - F
1
104300
104300
TOTAL (B+C+D)
1
1404023
1404023.85
18% GST ON (B+C+D)
1
252724
252724.29
TOTAL
1
1656748
1656748.14
1 % LABOUR CESS ON TOTAL OF (B+C+D)
1
16567
16567.48
TOTAL INCLUDING LABOUR CESS (G)
1
1673315
1673315.62
GRAND TOTAL [ TOTAL A+E+F+G]
1
7877218
7877218.24
say
-
-
7877218
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