Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date18 Sep 2024
Closing Soon29 Nov 2024
Tender AmountRefer Documents
Costs
EMD
₹ 1,02,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbwrdd/ee(am)/hwh/enit 21/24-25
Description
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Contact
Tender Id
2024_WRDD_752724_5Tender No
WBWRDD/EE(AM)/HWH/eNIT 21/24-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
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Documents
BOQ Items
UPVC Fittings(Class-II/Class -III) duly IS-10124/1988 marked with latest amendments.
Extra Coupler for 200 mm. dia(Class - II) P.V.C. pipe ( extra) I.S. 10124/1988, Part- II
30
9030
301
Extra Coupler for 140 mm. dia (Class -II ) P.V.C. pipe ( extra) I.S. 10124/1988, Part- II
80
10400
130
200x200x 200 mm dia(Class -II ) . P.V.C. Tee
5
7410
1482
140x140x 140 mm dia (Class -II ) . P.V.C. Tee
13
9256
712
200 x 140 mm dia PVC Reducer(Class-II)
9
8946
994
200 x 160 mm dia PVC Reducer(Class-II)
2
1514
757
160 x 140 mm dia PVC Reducer(Class-II)
13
4264
328
200 mm. dia 600 bend(Class-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment )
2
3552
1776
140 mm. dia 900 bend (Class-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment )
20
12940
647
140 mm. dia 600 bend(Class-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment )
9
5823
647
140 mm.dia IS.No.10124/88 Part-4 with latest amendment.PVC End Cap.(Class-III)
1
330
330
200 mm. dia Flange Tail Piece (Class-II) ( IS. No 10124/88 Part- 6 with latest amendment)
7
9282
1326
160 mm. dia Flange Tail Piece (Class-II) ( IS. No 10124/88 Part- 6 with latest amendment)
15
10050
670
200 mm.dia IS.NO.10124/88 Part-4 with latest amendment.PVC End Cap.(Class-III)
2
1510
755
Solvent cement extra (Medium duty)
5
2125
425
100mm dia PVC Flexible hose pipes ( IS 15265:(2003) with latest amend ment.
60
46440
774
GI (IS 4736) Set for Distribution Chamber ,All material lSI marked (As per appvd. existingdrawing &tech. spec.) . GI (IS 4736) Quadruped set for Midi RLI
1
421500
421500
150 mm (N.B) & 4.8 mm (Nominal thickness) M.S GI (IS 4736) . ERW Pipes as per IS 1239(Part-I)/1990 with latest amendments duly welded on Pipe inside & outside with 150 mm diameter M.S GI (IS 4736) Flange as per IS-6392/1971 , Table-17 with latest amendments. Both M.S GI (IS 4736) ERW Pipes & Flanges should be duly ISI certification marked. Length of the flanged Pipes should be 6 metre±10 mm150 mm. dia Galv(IS 4736) .M.S.ERW pipe duly ISI marked with both end flange (6m length)
72
273600
3800
100 mm dia (N.B.) & 4.8 mm (Nominal thickness) M.S GI (IS 4736) . ERW Pipes as per IS 1239(Part-I)/1990 with latest amendments duly welded on Pipe inside & outside with 100 mm diameter M.S GI (IS 4736) Flange as per IS-6392/1971 , Table-17 with latest amendments. Both M.S GI (IS 4736) ERW Pipes & Flanges should be duly ISI certification marked. Length of the flanged Pipes should be 6 metre±10 mm100 mm. dia Galv(IS 4736) .M.S.ERW pipe duly ISI marked with both end flange (6m length)
24
59376
2474
150 mm dia ISI Marked Sluice Valves Pressure designation P.N.1.6 with hand wheel for water works purpose, CI flanged type conforming to IS: 14846/2000 with latest Amendment No. 1&2 components/Parts of Sluice valves shallbe manufactured from basic materials given in Table I of IS: 14846/2000 with amendment 1&2. The Valves shall be tested for (close end test) against Hydrostatic test requirement.
3
29850
9950
100 mm dia ISI Marked Sluice Valves Pressure designation P.N.1.6 with hand wheel for water works purpose, CI flanged type conforming to IS: 14846/2000 with latest Amendment No. 1&2 components/Parts of Sluice valves shallbe manufactured from basic materials given in Table I of IS: 14846/2000 with amendment 1&2. The Valves shall be tested for (close end test) against Hydrostatic test requirement.
2
12600
6300
150 mm dia C.I Alfa- Alfa Valve (type-C) with GI Top Cover Plate with hand wheel o1 no for every 4 nos valve.(As per Drawing)
13
57655
4435
100 mm dia 90 0 Galv(IS 4736).M.S. priming Bend with both end flanged
2
7902
3951
150 mm dia 90 0 Galv(IS 4736). M.S. Bend with both end flange
4
32700
8175
10 H.P Electro Motor Pump set having capacity of 100 cubic meter per hour discharge at 18 meter total head. The Motor shall be designed for operation at 415 V (+/-10%), 3 Phase, 50 Hz (+-5%), A.C Supply 1440 r.p.m. The Motor shall be TEFC, ISI marked as per IS 12615:2011 with latest amendments thereof.It should be screen protected drip proof, TEFC,Squirrel cage induction Motor with class 'F' insulation as per 15-1271/2012 and suitable for Direct On Line/Star-Delta starting .The Pump ( of size 100 x100 mm) shall be horizontal, single stage, split casing, conforming to ISI specification as per IS-6595(part - I) /2002 with latest amendments thereof. Pump should be directly coupled with Motor and mounted on a common fabricated M.S Base frame duly painted . Minimum efficiency of the pump should be 70%.
2
165312
82656
Heavy duty rewireable Switch Fuse Units with fuse base and carrier, shall comply with and be tested to the latest IS: 10027-2000 and IS/IEC60947-3 marked with standard 151certification mark and shall have airbreak type contacts which are designed for uninterrupted duties. They shall be triple-pole with neutral link and shall each be fitted with earthing facilities. All live parts shall be efficiently shrouded with insulating materials. The rating of switch fuse units to be supplied are:16A, 32A, 63A & 100A for 3 phase ,415 Volts. Switches shall be of utilization category 23A suitable for the particular application as shown in Table I of IS/IEC 60947-4-1, for
electrical motor circuits, unless otherwise specified. 63 Amps 415 volts A.C TPN Main Switch.
1
8418
8418
Heavy duty rewireable Switch Fuse Units with fuse base and carrier, shall comply with and be tested to the latest IS: 10027-2000 and IS/IEC60947-3 marked with standard 151certification mark and shall have airbreak type contacts which are designed for uninterrupted duties. They shall be triple-pole with neutral link and shall each be fitted with earthing facilities. All live parts shall be efficiently shrouded with insulating materials. The rating of switch fuse units to be supplied are:16A, 32A, 63A & 100A for 3 phase ,415 Volts. Switches shall be of utilization category 23A suitable for the particular application as shown in Table I of IS/IEC 60947-4-1, for
electrical motor circuits, unless otherwise specified. 32 Amps 415 volts A.C TPN Main Switch.
2
8396
4198
Automatic Star Delta motor controllers shall be suitable for operation of submersible electromotor pumps as well as motors for surface lift centrifugal agricultural pump operating at 415V(+%6 to -10%) and
50Hz(±3%) .The equipment shall comply with IS-60947/2000(Part-4, Sec-1)and its latest amendments. Starter shall comprise of overload protective device, main and auxiliary contacts, Single phasing preventer, timer and on/off controls .It shall be of utilization categories suitable for the particular application as shown in Table I of IS/IEC 60947-4-1, for electrical motor circuits unless otherwise specified and display of voltage & current as well as ON-OFF-TRIP position., Suitable for 3 phase 15 HP Motor pump set.
2
35864
17932
4Cx 16 sqmm Copper cable conforming to IS 694 in [63 A TPN switch to Busbar]
10
9250
925
3C X 10 sqmm copper cable conforming to IS 694 [Busbar to 32 A. TP Main
switch and 32 A TP switch to Motor starter]
50
29750
595
63 Amps, 500 Volts Busbar Unit conforming to latest IS 8623:1993 & IS/IEC: 60947, with detachable front cover and undrilled detachable end plates with 2nos inlet holes of 1.5" size and 4 way/6way outlets, suitable for mounting on wall and designed for uninterrupted duties. The enclosure should be of adequate size to provide minimum clearance as mentioned in technical specification to accommodate 4 nos copper bar with at least 6 nos tap off points of 6mm dia at 30mm
apart supplied with requisite brass nuts & bolts equivalent to bore size with spring washer including arrangement of double earthling by 10 SWG GI wires.12 mm thickness busbar (63Amps, 500Volts) chamber 300 mm x 250 mm x105mm in size.
1
6980
6980
100 mm dia. C.I Foot Valve Flanged type ( 7kgs)
2
6600
3300
100 mm dia, 2mm thickness,30mm width Heavy Duty Hose Clamp fitted with bolts & nuts
20
2240
112
Supply of Cast Iron Nipple 100 mm dia One end Flange and other end grooved having 8 nos drilled hole in the flange side and 5 nos grooved in the other side overal length (175+15) with 3 coat anticorrossive paint on outer surface (As per sample)100 mm dia C.I Tail piece one End flanged other End Grooved
8
6880
860
Supply of Cast Iron Nipple 100 mm dia Both end grooved overal length (225+15) with 3 coat anticorrossive paint on outer surface (As per sample).100 mm dia C.I. combind Tail Piece with adopter both side grooved
2
1320
660
Foundation Bolt for Pump Motor Base manufactured from 20 mm n.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 n.diameter with Nut & 2 nos Washer . The average weight of such Bolts to be 1.1 Kg per Bolt with tolerance in weight of each Bolt @ +10%.
8
1784
223
Foundation Bolt for DC Base manufactured from 20 mm n.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 n.diameter with Nut & 2 nos Washer . The average weight of such Bo
22
4906
223
M.S(Galvanized ) . Hexagonal Head Bolts & Nuts bearing IS –1363(Part-I)/1992 with latest amendments for Bolts & IS-1363(Part-III)/1992 of product grade-C with latest amendments for NutsProperties/Class for Bolt-4.6& for Nut-4.5. Both Bolts & Nuts are duly ISI certification marked sizes as below.
M-20 X 80 mm
55.35
9741
176
M-20 X 100 mm
24.64
4336
176
M-16 X 65 mm
28.57
5028
176
M-16 X 80 mm
13.33
2346
176
M-16 X 50 mm
17.11
3011
176
Supply of best quality 100 mm dia Foot Valve Leather Washer suitable for 100 mm dia Heavy Foot Valve ( Imperial/Techno).
2
468
234
500mm.dia (Table-5) Compresed Asbestos fibre jointing for Quadruped & Tripod set( for raised surface of Flange as per IS-6392)
3
3654
1218
Supply of 5 mm thick Rubber Insertion (Table-5/11/17 of raised surface/wirh hole of Flange as per IS 6392/71) made from white rubber sheet reinforced with 2 ply cotton fabric without hole as per IS 638/79 with latest amendment if any , with ISI marked suitable for ISI marked MS Flange.Rubber Insertion( for raised surface of Flange as per IS-6392)
200 mm dia Ruber Insertion(Table-11)
8
1408
176
200 mmdia Ruber Insertion(Table-5)
8
1408
176
150 mm dia Ruber Insertion(Table-17)
50
8350
167
150 mm dia Ruber Insertion(Table-5)
6
1002
167
100 mm dia Ruber Insertion (table-17)
14
1806
129
80 mm dia Ruber Insertion (Table-17)
2
190
95
WTA
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.
24.38
2907
119.27
Earthwork in excavation of field trenches as per designed section & alignment for laying of pipe lines(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 item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom as required complete.
1422
140792
99.01
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. b) 200 mm dia PVC Pipe
798
8650
10.84
c) 140 mm dia PVC Pipe
1500
15210
10.14
Earth work in filling in trenches after laying pipe lines (PVC,RCC,ACP etc.) with good earth obtained from excavation of field trences in layer not exceeding 225 mm , including watering & ramming etc. layer by layer complete. (payment will be made on the basis of measurement of finished quantity of work)
1372.59
90604
66.01
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.
B) Do by Fine sand
9.13
8690
951.83
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
57.27
20445
357
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.(a) Pakur vareity .
1.13
7053
6242.02
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.(a) Pakur vareity .
6.82
38855
5697.32
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 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge.
33.7
11255
334
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 inter-section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4m. Tor steel/Mild steelI. other manufacturere not specified ( i)For foundation Blocks of Water Distribution System
0.09
4915
55229.79
Brick work with Ist class brick in cement mortar (1 : 6) . (a) In foundation and plinth.
11.81
65663
5560
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. \
15.6
11263
722
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster.
170.22
24511
144
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete.
170.22
5787
34
Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive of
transportation from departmental store to work site)
1
16622
16622.32
Installation /Erection of Surge tank / Shore manifold base( to be supplied from Deppt. Free of cost ) over a rigid base of concrete (1:2:4) with stone chips 20mm down 1250mmx1250mmx150mm over a single layer of brick flate solling and embendedthe leg of surge tank / shore manifold base including cost of all material and laboure and as per direction EIC.
1
2263
2263.08
Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.w. pipes and accessories 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. a) 100 mm dia MS/ERW GI Pipe
24
1980
82.51
b) 150 mm dia MS/ERW GI Pipe
72
9708
134.84
c) 150mm. dia. C.I. Sluice Valve
3
164
54.69
d) 100mm. dia. C.I. Sluice Valve
2
109
54.69
Labour charges for fitting, fixing 150 mm. Dia. Alfa-Alfa valve with 140 mm. dia.P.V.C. 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.
13
1458
112.21
Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) 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 soiling. This will include one materials and labour complete as per drawing and direction of EIC.
1
3677
3677.51
Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-inCharge.
1
3324
3324.84
Extra Carriage charges '@ 4% (For Sl No 56-76 Except Sl No - 58)
1
10331
10331.45
PUMP HOUSE
Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, as directed and including trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete. Depth of excavation not exceeding 1.5 metre& lead upto 15 mts (not required shoring).
14.01
1670
119.27
Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15 cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation of foundation.
6.32
490
77.54
(A) 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)
11.78
11207
951.83
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.
29.49
10529
357
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
3.47
21678
6242.02
Brick work in cement mortar (1 : 6) with first class bricks including racking out joints, scaffolding and other incidental works etc. complete. (a) In foundation and plinth
9.48
52731
5560
(b) In superstructure ground floor
8.12
46957
5783
25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).
24.19
4523
187
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.
a) Pakur Variety
3.85
21923
5697.32
Hire and labour charges for shuttering with centreing 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). (a) 25 to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge
41.49
13856
334
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.( Same as Shuttering )
41.49
995
24
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 inter-section, complete as per drawing and direction.
[Vide Page no.27, item no. 15(a)(i) of PWD Schedule ]
(a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) Tor steel/Mild steel other manufacturer not specified
0.27
15077
55229.79
125 mm. Thick first class brick work in cement morter (1:4) in ground floor including scaffolding, racking out joint etc. Complete for verandha.
1.69
1223
722
Labour for Chipping of concrete surface before taking up Plastering work. ( Same 10 mm thk plaster)
22.68
476
21
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (i) with (1:6) cement mortar, (b) 20 mm. thick plaster
36.74
6099
166
(ii) with (1:6) cement mortar, (b) 15 mm. thick plaster
78.3
11275
144
(iii) with (1:4) cement mortar, (c) 10 mm. thick plaster
22.68
2926
129
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
22.87
777
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 (i) 25 mm thick
12.92
3372
261
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.
3
30270
10090
Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design.
5
2045
409
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. (i) UPVC Pipe 75 mm dia
6.6
1240
188
ii) Plain Tee 75 mm dia
2
204
102
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
11.19
324
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 With Super gloss(hi-gloss) with any shade except white. ( Same as priming )
11.19
884
79
White washing including cleaning and smoothening surface thoroughly (5 parts of stone lime and 1 part of shell lime should be used in finishing coat). All floor.
(b) Three coats (on new works only).
59
1180
20.01
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.
51.65
2530
49
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
8
864
108
Extra Carriage charges '@ 4% (For Sl No 81-106 )
1
10606
10606.98
INTERNAL WIRING
Supplying and fixing MCB SS enclosure with IP-20/30 protection, powder coated provision for two/four pole MCB, concealed in wall after cutting the wall & mending good the damages to original finish incl. painting, connection & provision for earthing attachment 2 Way
1
270
270
Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection Legrand DP 32 A (
1
322
322
Wiring from MCB SS Enclosure to Busbar by the following size of 1.1KV grade single core stranded 'FR' PVC insulated and unsheathed copper wire (Brand Approved by EIC) in 25 mm PVC casing-capping (Precision make) including necessary PVC clips fittings etc. 2X 36/0.3 (2.5 Sq mm) + 1 X 22/0.3(1.5 Sq mm) ECC
5
510
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 point with piano key type switch (Anchor Make ) fixed on sheet steel fabricated switch board with Perspex/bakelite top cover on wall incl. necessary connections and making earthing attachment and mending good damages to building works. [PVC casing capping and Switch board both on surface] (b) Avg Run 6 run meter
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. with S & F 5A 3 pin flush type plug socket with piano key type switch (Anchor make) fixed on PVC switch board on wall incl. necy. connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface]
(a) Onboard
1
67
67
Supplying and fixing of 240/415 V MCB of breaking capacity 10 kA & C characteristics on DIN rail of existing DBs and necessary connection. Legrand Single Pole 6-32 amp.
1
190
190
Supply & Fixing angular batten holder (Anchor) on 75 mm dia PVC round block / round bakelite on wall/ceiling.
2
76
38
Supplying & Fixing bulk head light fitting (Havells make) with die cast aluminium housing & frosted glass on wall/ceiling incl. S&F 8watt CFL.
2
1158
579
Fixing only TPN switch fuse units in Sheet Steel enclosure with HRC fuses on angle iron frame on wall for 200A
1
280
280
Supplying and fixing sheet steel (16SWG) cable end box on TPN SFU enclosure with nuts bolts etc incl. powder coated painting. [200A]
1
567
567
Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables : For 3½ core upto 70 sqmm.
1
212
212
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 3½ core 70 sqmm cable.
1
263
263
Fixing only Sheet Steel TP/TPN Main Switch (Rewirwable type)/ Change over on Flat Iron Frame/Angle Iron Frame on wall (63 Amps, 415 Volt) On angle iron frame
2
430
215
Fixing only of 4 Bars 200 A, 415 V M.S. sheet metal busbar chamber on angle iron frame on wall .
1
486
486
Fitting and Fixing of Star Delta starter (for 20 HP motor contol) with nuts and bolts fixed on angle iron frame on wall and making necessary connection with the electrical cables.
2
480
240.45
Fixing only Voltmeter/Ammeter with screws & other fixing materials incl.making necessary holes and connections
3
171
57
Fixing only Single Phasing Preventor on flat iron frame on wall
2
260
130
Supplying and Drawing with 1.1 KV, PVC flexible 'FR' cables copper conductor conforming to IS 694 in suitable size with fitting and fixing on wall , including making necessary connection to the pre-fixed devices with all necessary accessories like saddle, screw, clips, gland, socket etc. conforming to IEE regulation and as per direction of EIC.(Brand: Gloster/Havells/Finolex) (i) 4Cx 16 sqmm Copper cable conforming to IS 694 in [63 A TPN switch to Busbar]
1.5
1543
1028.76
(ii) 3C X 10 sqmm copper cable conforming to IS 694 [Busbar to 32 A. TP Main
switch and 32 A TP switch to Motor starter]
3
1665
555.23
(iii) 2 X 3C X 4 sqmm copper cable conforming to IS 694 in 32 mm GI conduit (lSI
Medium quality)Star-Delta Motor starter to Motor]
20
10655
532.77
Supplying & fixing of EI danger Board 4"x 6" in two distinguishing position . As per IEE regulation.
2
110
55
Earthing with 50 mm dia Galvanized iron pipe 3.64 mm thick X 3.04 mts. long and 1X4 SWG G.I.(Hot Dip) Wire (4 mts. Long ) 13 mm dia X 80 mm long G.I. Bolts, double nuts and double washer including S&F 15 mm dia G.I. Pipe protection (1 mts) long to be fitted with bitumen partly under the ground level and partly above the ground level driven to an average depth of 3.65 mts. below the ground level. By ISI-Medium G.I. Pipe
2
2738
1369
Supplying and fixing earth bar of galvanized (hot dip) M.S. Flat 40 mm × 6 mm on wall having clearance of 6 mm. from wall including providing drilled holes on busbar complete with G.I. bolts, nuts, washers spacing insulators etc. as required for tapping.
0.8
155
194
Connecting the equipments to earth busbar including supplying and fixing G.I. (hot dip) Wire on wall/floor with stapples burried inside floor/wall as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages. By Solid 6 S.W.G. GI Wire
40
520
13
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
Add GST 18 %( Item No-54 to 132)
1
145815
145815.28
Add Cess 1%( Item No-54 to 133)
1
9560
9560
PCC POLE 9M
35
356939
10198.28
11KV "V" bracket for PCC pole 9M
19
24969
1314.19
11 KV TOP ADAPTOR for PCC pole 9M
19
9084
478.12
M.S. CHANNEL 100 X 50MM
0.05
5490
109813.95
M.S. CHANNEL 75 X 40MM
1.12
123248
110043.09
M.S ANGLE 65 X 65 X 6MM.
0.65
70633
108667.24
M.S. FLAT 65 X 6MM
0.45
52872
117493.74
11KV Polymer Pin Insulator
96
23403
243.79
11KV Polymer Disc Insulator 45 KN
36
6593
183.15
hardware fitting for 30/50
36
11801
327.83
G I EARTH SPIKE 1833X20MM
37
13615
367.98
GI STAY SET HT(1830X20MM)
30
23874
795.83
Porcelain guy insulator HT
30
1567
52.24
G I STAY WIRE 7/3.15MM
0.19
26327
142310.93
COND ACSR RBT 50SMM
4.09
254828
62290.12
cond acsr squrrel 20 sq mm
0.79
13182
16686.4
DTR 25KVA 11/0.433KV, 3PH O/D
1
103528
103528.11
1.1KVPVC4C 120SMM AL CABLE
0.01
4813
481307.89
PG CLMP-WSL/RBT.( 30/50SMM)
36
6763
187.88
LT distribution KIOSK for 25KVA TRNF.
1
8878
8878.41
Turn Buckle 18 x 5/8"
2
562
281.47
LA12KV(5KA)FOR11KV
3
1572
524.23
G.I. WIRE 5MM.
0.11
15602
136865.98
ISL 11KV 200A TPGO
1
10384
10384.98
Escallaction Charge 5%( Item No-135 to 158)
1
58527
58527.01
Sundries @ 5% of ( Item No-135 to 159)
1
61453
61453.37
Surve of HT Line
1.32
3655
2761
Erection of 9m single Pole
23
60260
2620
Erection of 9m DP with fittings
5
47190
9438
Extension of PCC Single Pole
10
17063
1706.38
Fixing of 11KV Pin insulator with pin
96
6048
63
Fixing of 11KV Disc Insulator
36
2340
65
Earthing complete
37
11581
313
Stay set (HT) (1830x20)mm
30
19230
641
Stringing Sagging ACSR 50 sqmm 3-Con
1.32
10974
8289
Fixing of Tee off bracket on single pole
1
1510
1510
Fixing of Isolator on S/Stn Structure
1
1193
1193
Erection of S/Stn structure 9m-DP
1
13169
13169
Erection of Dist. Transformer 25KVA
1
1925
1925
Fixing of CG on Single pole
5
1185
237
Fixing of CG on Double pole
1
369
369
Lead wire (2 wire) 30 - 60 mtr
5
1560
312
Making & fixing of cross lacing wire
220
3300
15
Fixing of kiosk w/out m-switch (single)
1
2238
2238
DTR Neutral Earthing with material
1
3128
3128
Earthing of LA with Material
3
5433
1811
New S.C. 3- Ph With Mat 6117/6821/7023/8207
1
6821
6821
GIS Surve
29
899
31
Sup @ 10% of Mat+ Lab( Item No-135 to 182)
1
151159
151159.37
GST @ 18% of Lab( Item No-161 to 182)
1
39793
39793.14
Cess @ 1% of Mat+Lab+Sup( Item No-135 to 184)
1
16627
16627.53
Meter Security deposit
1
18461
18461
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