Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Electrical and Electronics
Electrical Works
Eprocure
Opening Date29 Jul 2024
Closing Date12 Aug 2024
Tender Amount₹ 38,84,693
Costs
EMD
₹ 78,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbwrdd/ee (am) /kalyani/e-nit 01(sl. No.-1)/24-25
Description
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Contact
Tender Id
2024_WRDD_720591_1Bid Award Id
ViewTender No
WRDD/EE_AM/Kly/eNIT01_1/24-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
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Documents
BOQ Items
200X200X200 mm dia P.V.C. Equal Tee with free solvent cement as per IS 10124
8
11856
1482
140X140X140 mm dia P.V.C. Equal Tee with free solvent cement as per IS 10124
15
10680
712
200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P. as per IS 10124
5
6630
1326
160 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P. as per IS 10124
13
8710
670
200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement as per IS 10124
9
8946
994
200 X 160 mm dia.P.V.C. Reducer (Class-II) with free solvent cement as per IS 10124
2
1514
757
160 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement as per IS 10124
13
4264
328
200 mm. dia 60degree ( IS. No. 10124/88 Part- 8 with latest amendment ) bend as per IS 10124
2
3552
1776
140 mm. dia 90degree (IS. No. 10124/ 88 Part- 8 with latest amendment) bend as per IS 10124
20
12940
647
140 mm. dia 60degree ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend as per IS 10124
9
5823
647
200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap as per IS 10124
2
1510
755
140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap as per IS 10124
2
660
330
Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement
22
6622
301
Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement.
72
9360
130
100 mm dia P.V.C.Flexible Hose as per IS 15265
60
46440
774
150 mm. dia I.S.I. mark and specification, CI sluice valve WITH HAND WHEEL ,IS:14846
3
29850
9950
ISI marked Sluice Valves Pressure designation Nominal pressure (P.N. 1.6) with Hand Wheel for water works purpose, C.I. flanged type conforming to IS: 14846/2000 with Amdt. No. 1&2. Components/Parts of Sluice Valves shall be manufactured from basic materials given in Table 1 of IS: 14846/2000 with Amdt. 1 & 2. The Valves shall be tested for (closed end test) against Hydrostatic test requirement. 150 MM NOMINAL DIAMETER
2
12600
6300
C.I. Foot Valves 100 mm Nominal size, Flanged end & Swing type single disc as per IS: 4038/ 1986 with latest amendments, heavy duty Weight-10 kgs approx.
2
6026
3013
C.I. Alfa-Alfa Valve, type-C as per drawing (Required Annexure) with hand wheel, one wheel for four nos of Valve. (150 mm. nominal size) (As per shample)
13
57655
4435
G.I 100 mm dia 90º bend (With priming arrangement) ISI mark
2
7902
3951
150 mm dia G.I . E.R.W. Pipe with flange.(4.8mm) Galv. MS Flanged Pipe 151 markec- IS: 1239, Galv- IS4736
60
228000
3800
100 mm dia G.I. E.R.W. Pipe with flange.Galv. MS Flanged Pipe 151 markec- IS: 1239, Galv- IS4736
24
59376
2474
100mm dia M.S.Heavy Duty Hose Clamp 5 mm thickness 45 mm width fitted with bolts & nuts.
20
1860
93
Supply of Cast Tail Piece 100 mm dia one end flanged and other end grooved having 8 nos. drilled hole in the flange side and 7 nos. groove in the other side over all length [175+15) mm with 3 coat anticorrosive paint on outer surface (As Per Sample)
8
6736
842
Supply of best quality Foundation Bolt for Distribution Chambers (Quadruped & Tripod sets) manufactured from 20 mm nominal .diameter M.S. Rod as per IS-2062/1992. Total length of the Bolt is 375+10 mm having welded head 80+10 mm in length & 20 mm in nominal .diameter with Nut & 2 nos Washer (As per Annex ure-E). The average weight of such Bolts to be 1.1 Kg per Bolt with tolerance in weight of each Bolt @ +10%.
22
4400
200
For Electro motor Pump Sets M16×250 with Nut & 2 nos Washer The average weight of such Bolts to be 1.1kg per Bolt as per IS-1363 (part-I)/1992 (110 nos in 50 KG as per IS)
8
640
80
Supply of M 20 X 80 mm M.S. Hexagonal head bolt and nuts bearing IS:1363 (Part-I)/1992 of Product Grade -C with latest amendments for bolts & IS-1363 (part-I)/1992 of product Grade C with latest amendments for nuts properties/ Clause for bolts- 4.6 & for nuts- 4.5. Both bolts & nuts are to be duly ISI Certification marked with 2 nos plain MS washer.(159 nos in 50 KG as per IS)
270
15390
57
Supply of M 20 X 100 mm M.S. Hexagonal head bolt and nuts bearing IS:1363 (Part-I)/1992 of Product Grade -C with latest amendments for bolts & IS-1363 (part-I)/1992 of product Grade C with latest amendments for nuts properties/ Clause for bolts- 4.6 & for nuts- 4.5. Both bolts & nuts are to be duly ISI Certification marked with 2 nos plain MS washer.(138 nos in 50 KG as per IS)
152
10032
66
Supply of M 16 X 65 mm M.S. Hexagonal head bolt and nuts bearing IS:1363 (Part-I)/1992 of Product Grade -C with latest amendments for bolts & IS-1363 (paft3)/1992 of product Grade C with latest amendments for nuts properties/ Clause for bolts- 4.6 & for nuts- 4.5. Both bolts & nuts are to be duly ISI Certification marked with 2 nos plain MS washer.(308 nos in 50 KG as per IS)
250
7250
29
Supply of M 16 X 80 mm M.S. Hexagonal head bolt and nuts bearing IS:1363 (Part-I)/1992 of Product Grade -C with latest amendments for bolts & IS-1363 (paft3)/1992 of product Grade C with latest amendments for nuts properties/ Clause for bolts- 4.6 & for nuts- 4.5. Both bolts & nuts are to be duly ISI Certification marked with 2 nos plain MS washer.(270 nos in 50 KG as per IS)
80
2720
34
Supply of M 16 X 50 mm M.S. Hexagonal head bolt and nuts bearing IS:1363 (Part-I)/1992 of Product Grade -C with latest amendments for bolts & IS-1363 (part-I)/1992 of product Grade C with latest amendments for nuts properties/ Clause for bolts- 4.6 & for nuts- 4.5. Both bolts & nuts are to be duly ISI Certification marked with 2 nos plain MS washer.(361 nos in 50 KG as per IS)
225
6075
27
Supply of best quality 100 mm dia Foot valve leather washer (Imperial / Techno) suitable for 100 mm dia heavy duty Foot valve (As Per Sample)
2
318
159
Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) 500mm.dia(Table-5)
3
4518
1506
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) 125 mm dia( Table-17)
13
1235
95
100 mm dia.(Table-17)
12
960
80
200mm.dia( Table-11)
5
1005
201
200mm.dia( Table-5)
8
1608
201
150mm.dia( Table -17)
20
3180
159
150mm.dia( Table -5)
10
1590
159
80 mm.dia(Table-17)
9
720
80
Extra Solvent cement I.S. 14182-1994 with latest amendments
5
2125
425
10 H.P Electro Motor Pump set ISI Marked IS-12615 &IS-6595,MONOBLOCK as per IS 9079 having capacity of 100 cubic meter per hour discharge at I8 meter total head. ii)10 H.P.,100 m³/hr, 18 m head.
2
165312
82656
Supply of 10 HP 3 phase star delta Motor controller comprising of Oil immersed starters with auto switch and timer with 4 pole heavy duty power contactors,MCB & SPP and Ammeter (0-100A) & Voltmeter (0-500V) conforming to IS 1248 (with required oil)
2
35864
17932
Supplying of 12 mm thickness busbar (63Amps, 500Volts) chamber 300 mm x 290 mm x110mm in size fitted with 25 mm x3 mm x225 mm copper bar (4bars) supplied with requisite brass nuts & bolts equivalent to bore size with at least 2 nos. of putter and 1 no inlet holes of 1-1/4" size on iron legs on w. board including arrangement of double earthing by 10 SWG GI wires.
1
6980
6980
Supply of Sheet metal enclosed re-wireable type Fuse, Main switch, 415 VOLTS, 3 phase, 50 Cycles A.C Supply conforming to IS:60947 (part-3)/1993 for-32 Amps 415 volts A.C TPN Main Switch.
2
8396
4198
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.
1
8418
8418
Supply & Installation of M.S chasis as per direction of E.I.C
2
26800
13400
Supply of 1.1 K.V. grade 3.5 Core P.V.C. insulated 50 Sq.mm size alluminium conductor armoured cable as per IS no. 1554(Part-I) having ISI mark.
85
57885
681
TOTAL PART-A
1
1910023
1910023
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).
13.98
1667
119.27
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.
1754.1
173673
99.01
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.)
1701.79
112335
66.01
Filling in foundation or plinth by silver sand in layers not exceeding 15 cm. As directed and consolidating the same by through saturation with water and ramming complete, including the cost of supply of sand.
5.78
3790
655.71
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. a.200 mm. dia
888.18
9627
10.84
b. 140 mm. dia
1579.76
16018
10.14
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.
63.44
20744
327
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. a) Pakur Variety (Stack yard to site distance= 40KM),
6.57
37613
5725
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.(1:3:6) proportion
0.84
3658
4355
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.(i) Pakur variety (Stack yard to site distance= 40KM)
0.98
6141
6267
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.
27.68
9134
330
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 I.SAIL /TATA /RINL,
0.08
4620
55009
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.
15.77
78093
4952
12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete.
15.6
10592
679
15 mm thick 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 15 mm thick (1:4) proportion.
84.51
13436
159
20 mm thick 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 20 mm thick (1:4) proportion.
79.56
14639
184
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
164.07
5578
34
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. 1a) 150 mm dia E.R.W Pipe.
60
8090
134.84
100 mm dia E.R.W Pipe.
24
1980
82.51
Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for MIDI RLI Scheme.(Rate inclusive of transportation from departmental
store to work site.
1
16622
16622.32
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc
27.02
783
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 (with any shade except white)
27.02
2134
79
Labour charges for fitting & fixing of 150 mm dia Sluice Valve.
3
164
54.69
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.
13
1458
112.21
Labour charges for fitting fixing PVC riser pipe with 160/140 mm dia M.S/PVC. 90 deg. bend by using PVC tailpiece.
13
1458
112.21
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.
13
1458
112.21
Labour charges for fitting, fixing (150 mmx200 mm) dia MS expander with 200 mm dia UPVC pipe with the help of PVC flanged tail piece by joining flanged end of tail piece and expander with rubber insertion nuts and bolts and P.V.C end of tail piece with 200 mm dia. UPVC pipe with coupler all complete.
3
325
108.44
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
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
3324
3324.84
Transportation of Quadruped set alongwith all other accessories & equipments including bend from Sub divisional Store to work site including loading at the lifting point and unloading at the delivery point including head load upto 100 meter at both ends.
A. Carriage by road / boat
a) Distance upto 50 KM
1
2339
2339.46
b) Additional distance for each 25 KM beyond 50 KM upto each set. (Distance-140 KM)
4
935
233.85
Installation of Diesel Engine /Electro-Motor pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper 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.
2
1929
964.64
Extra transportation charges for carrage of constructional materials for WTA & PH by Cart / Boare/ Head load @ 4% of actual execution of items
0.04
10841
271037.66
Total PART- B
1
579832
579832.07
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).
7.64
911
119.27
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)
2.55
197
77.54
Filling in foundation or plinth by silver sand in layers not exceeding 15 cm. As directed and consolidating the same by through saturation with water and ramming complete, including the cost of supply of sand.
2.88
1888
655.71
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.
20.69
6765
327
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. a) Pakur Variety (Stack yard to site distance= 40KM),
2.71
15514
5725
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.
3.5
17332
4952
(b) In superstructure ground floor
6.89
35648
5174
12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete.
5.06
3435
679
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.(i) Pakur variety (Stack yard to site distance= 40KM)
4.25
26634
6267
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
7.19
2372
330
25 mm. to 37.5 mm. thick wooden shuttering
15.85
5230
330
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 I.SAIL /TATA /RINL,
0.45
24589
55009
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.
3.25
939
289
15 mm thick 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 15 mm thick (1:4) proportion.
72.94
11597
159
20 mm thick 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 20 mm thick (1:4) proportion.
27.34
5030
184
10 mm thick 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.
8.75
1120
128
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.
43.68
1485
34
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. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement 25mm thick I) with graded stone chips. (a) 25 mm thick artificial stone.I) with graded stone chips. (a) 25 mm thick artificial stone.
9.5
2508
264
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. (b) R.C.C ventilator of 20 mm. thick (i) Upto 0.10 sq.m. area.(b) R.C.C ventilator of 20 mm thick (i) upto 0.1 Sq. M area
6
648
108
(a) 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-(ii) Grill weighing above 16 Kg./sq.mtr and above
1.28
12420
9696
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.
1.52
15336
10090
White washing including cleaning and smoothening surface thoroughly (c) Three coats (on new works only)
72.94
1459
20.01
a) 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.
17.69
513
29
(A) 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. (b) On steel surface (with other than hi-gloss of approved quality).Two coats (with any shade except white).
17.69
1273
72
Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly : (ii) External surface (Ground floor) (b) Two coats (on new works only).(i) Other than yellow, pink.
46.84
1000
21.35
(i) Internal surface (All floors):(b) Two coats (on new works only).(i) Other than yellow, pink.
36.09
738
20.46
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.
5
940
188
(a) Plain Tee : 75 mm Dia
2
204
102
(d) Bend 87.50 : 75 mm Dia
2
190
95
Painting block letters or digits in Black Japan or any approved paint as per direction
150
2400
16
'Supply of Sal Wood Slipper for Electro Motor Base fixing 6"x6"x4' Long 2 nos.
0.15
10943
72954
Supplying Padlock- 7 Levers, Godrej make with keys.
1
600
600
Extra rates @ 4% for carriage allowed for all items except item no 88,89
0.04
8430
210759.91
TOTAL - C
1
220299
220299.26
PART- D : Laying only Cable upto 50 sqmm through existing RCC/Hume/ GI Pipe/open masonary trench for single, 2, 3, 3½ & 4 core
85
3655
43
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
1737
579
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
408
102
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.
4
2600
650
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
2
536
268
MOTOR INSTALATION & WIRING: Fixing only MS sheet metal 4 bars 200 Amps busbar Chamber on angle iron frame on wall.
1
486
486
Supplying, fitting & fixing 350 mm x 250 mm x 25 mm size Wooden Plank on wall (for fitting & fixing of electrial equipments as necessary on the plank).
15
6195
413.01
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. (Brand: Gloster/Havells/Finolex)
(a) For MIDI RLI (i) 4CX16 sq.mm Cu cable conforming to IS:694 in [63 Amp TPC/TPN Switch to Busbar]
2
2057
1028.76
(ii) 3CX10 sq.mm Cu cable conforming to IS:694 in [Busbar to 32 Amp TP Main Switch and 32 A TP Switch to Motor Starter and Busbar to Motor controller]
8
4465
558.23
(iii) 2X3CX4 sq.mm Cu cable conforming to IS:694 in 32 mm GI Conduit (ISI Medium Quality) [Motor controller to Motor]
12
6393
532.77
Supply & Fixing EI danger board on wall (b) 20 cm x 30 cm (8"x12")
2
170
85
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
2738
1369
(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
124
156
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. a) Solid GI wire (iii) No. 8 SWG
30
270
9
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 :
(x) 4 core 6 sqmm cable
16
992
62
Considering Extra Rates @3% for Nadia District & applicable for PWD Schedule item only
0.03
428
14292.8
TOTAL PART D :
1
33833
33833.33
PART - E Survey of H.T.O.H. Line
0.65
1794
2761
Erection of D.P. by PCC Pole 9 Mtr. With fittings with painting
2
16578
8289
Erection of PCC Pole 9 Mtr. With fittings
14
36680
2620
Extension of PCC Pole
5
8531
1706.38
Erection of Sub/Stn. Structure by PCC Pole 9 Mtr. With all fittings
1
13169
13169
Stringing Sagging of ACSR 50 Sq.mm. 3 Cod.
0.65
5387
8289
Erection of 25 KVA Transformer
1
1762
1762
Fixing of C.G. Bracket on SP
2
474
237
Drawal of Lead Wire 2W up to 60 Mtr.
1
312
312
Fixing of Cross lacing
6
90
15
Fixing of Pin Insulator 11 KV with pin
57
3591
63
Fixing of Disc Insulator 11 KV
18
1170
65
Fixing of C.G. Bracket on D.P
1
369
369
Erection of Stay Set HT 1830 x 20 mm
16
10256
641
Flat Earthing for DTR Neutral Point
1
3816
3816
Earthing Complete
27
8451
313
Fixing of T.P.G.O. Isolator on S/S
1
1193
1193
Fixing of L.T. Kiosk & M.S. with C.C (SC)
1
2238
2238
Fixing of Lighting Arrestor
1
339
339
Fixing of S/C 3ph without Material
1
570
570
PCC Pole 9 Mtr.
20
203965
10198.28
M.S. Channel 100x50x6 mm. ( 10.2 Kg )
0.05
5380
109813.95
M.S. Channel 75x40x6 mm. ( 7.6 Kg )
0.33
36424
110043.09
M.S. Angle 65x65x6 mm. ( 6.4 Kg )
0.22
23689
108667.24
M.S. Angle 50x50x6 mm. ( 4.8 Kg )
0.03
2740
109603.22
M.S. Flat 65x6 mm. ( 3.3 Kg )
0.2
23616
117493.74
"V" Bracket 11 KV PCC Pole 9 mtr
14
18398
1314.19
Top Adopter 11 KV PCC Pole 9 mtr
14
6693
478.12
Stay Set H.T. 1830x20 mm.
16
12733
795.83
Stay Wire 7/3.15 mm
0.09
13377
142310.93
Guy Insulator H.T.
16
835
52.24
G.I.Earth spike 1622x20 mm.
27
9935
367.98
G.I. wire 5 mm. (0.150 Kg )
0.09
12317
136865.98
G.I. wire 4 mm. ( 0.110 Kg )
-
133
133760.98
Pin Insulator 11 KV Polymer
57
13896
243.79
Disc Insulator 11 KV Polymer
18
3296
183.15
Hard Ware fittings 50/30Sq.mm.
18
5900
327.83
T.P.G.O. Isolator 200 Amp.
1
10384
10384.98
Lighting Arrestor 12 KV
3
1572
524.23
Transformer 25 KVA, 11/0.4KV
1
103528
103528.11
PVC Cable 4 Core 25 Sq.mm.
0.03
6882
229429.95
ACSR 50 Sq.mm. ( 205 Kg ) / KM
2.04
127071
62290.12
G.I. Turn Buckle
2
477
238.7
L.T. Kiosk
1
10456
10456.61
Material Cost
1
653710
653710.57
Labour Cost
1
116772
116772.4
Supervision 15% of M & L
1
120475
120475
TOTAL including Supervision 15% of M & L
1
890957
890957.97
Cess 1% of total
1
8909
8909.58
Security Deposit
1
18733
18733
TOTAL PART - E
1
918600
918600.55
PART- F Campaigning in the command area of Midi RLI Sub-project by community workers for mass awareness , capacity building to achieve sustainability of Sub-projects. Cost include wage payment to community workers, transportaton, leaflet etc.
2
5200
2600
Demarcation of command area, selection of beneficiaries and preparation of land schedule within the Command area of one Midi RLI having CCA 40 Ha
1
6000
6000
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
2
6800
3400
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
20000
4000
Meeting and onsite demonstration for operation & maintenance of one Midi RLI tubewell, water manangement and mode of collection of water tax, building of corpus fund etc
2
6800
3400
IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 and SL - 4
110
3850
35
Documentation Cost for activities of WUA Scheme - by still photography, report booklet etc in both hard and soft copy.
1
1500
1500
Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years' period
9
10800
1200
TOTAL PART - F
1
62150
62150
TOTAL (B+C+D)
1
833964
833964.66
18% GST ON (B+C+D)
1
150113
150113.64
TOTAL
1
984078
984078.3
1 % LABOUR CESS ON TOTAL OF (B+C+D)
1
9840
9840.78
TOTAL INCLUDING LABOUR CESS (G)
1
993919
993919.08
GRAND TOTAL [ TOTAL A+E+F+G]
1
3884692
3884692.63
say
-
3884693
-
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