New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date7 Feb 2025
Closing Date20 Feb 2025
Tender Amount₹ 3,02,18,467
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender can be extracted as follows: 1. SOLVENCY: 40% OF TOTAL ESTIMATED COST
Formula: 0.4 * Total Estimated Cost
Value: 0.4 * 285300 = 114120 2. EXPERIENCE: - Three similar completed works each costing not less than 40% of estimated cost put to tender
Formula: 0.4 * Total Estimated Cost
Value: 0.4 * 285300 = 114120
- OR Two similar completed works each costing not less than 60% of estimated cost put to tender
Formula: 0.6 * Total Estimated Cost
Value: 0.6 * 285300 = 171180
- OR One similar completed work costing not less than 80% of estimated cost put to tender
Formula: 0.8 * Total Estimated Cost
Value: 0.8 * 285300 = 228240 3. TURNOVER: 30% OF TOTAL ESTIMATED COST
Formula: 0.3 * Total Estimated Cost
Value: 0.3 * 285300 = 85590 Additionally, the bid capacity required in the given tender to bid having value and formulas is as follows: - Earnest money is required in the shape of RTGS in prescribed bank accounts in favour of Noida.
- The cost of bid document/ e-Tender processing fee document with GST is required in shape of RTGS in prescribed bank accounts in favour of Noida and payable at Noida.
- Additional performance Guarantee/Security in shape of FDR/CDR/Bank Guarantee/NSC in case rate quoted below of Bill of Quantity (B.O.Q)@0.5% per one percent upto 10% below rate and @1% per one percent on rate quoted beyond 10% below rate, valid for the complete contract period by the Contractor before entering into contract bond. Formula for calculating additional performance Guarantee/Security:
- 0.5% per one percent upto 10% below rate
- 1% per one percent on rate quoted beyond 10% below rate The bid capacity required can also be summarized as:
- Earnest Money Deposit (EMD): Rs. 604500/-
- Cost of bid document/e-Tender processing fee: Rs. 5310/- (Including GST @18%)
Technical Capacity
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The required prior work experience for the bidder includes completing similar works during the last 7 years. The experience criteria are as follows: - Three similar completed works, each costing not less than 40% of the estimated cost put to tender, which is 380400.
- Alternatively, two similar completed works, each costing not less than 60% of the estimated cost put to tender, which is 570500.
- Or, one similar completed work costing not less than 80% of the estimated cost put to tender, which is 760700.
For work experience of more than Rs 10 Lakh, the bidder should have experience of having successfully completed works during the last 7 years ending last day of the month previous to the one in which applications are invited with Govt./Semi Govt./ PSU only. The required experience can be in the form of: - Three similar completed works costing not less than the amount equal to 40% of estimated cost put to tender, - Two similar completed works costing not less than the amount equal to 60% of estimated cost put to tender, - One similar completed work of aggregate cost not less than the amount equal to 80% of estimated cost put to tender. The value of similar works completed should be more than Rs............. Lac, but the exact value is not specified. The percentage of similar works completed is mentioned as 40%, 60%, and 80% of the estimated cost put to tender.
Costs
EMD
₹ 6,04,500Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NOIDA_1003637_1Tender No
75/SM(JAL)-II/ET/2024-25Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
GEM & Bid Advisory Services
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Documents
Capability Statements- File to be downloaded and upload the same file after filling it
BOQ Items
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge.
4215.72
171
720972.43
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil.
653.22
18
12176.02
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b) 3.00 - 4.50 m.
477.71
37
17813.81
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c) 4.50 - 6.00 m.
329.19
55
18411.6
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d) 6.00 - 7.50 m.
207.65
74
15486.54
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e) 7.50 to 9.00 m.
121.74
93
11348.6
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f) 9.00 - 10.50 m.
63.59
111
7113.18
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Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.5m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia.
250
338
84567.5
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
118.2
7158
846101.6
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
305
9723
2965539.4
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
64.8
7969
516395.74
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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.
843.06
214
180701.48
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Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
768
395
304089.6
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Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, lending, balconies and excess plateform.
64
455
29126.4
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S/F of M.S. specials such as Tee, Bend, Collars, Tapers, Gap Pieces, including flage ends as required, painting, cutting, welding as per site requirement of MS pipe thickness etc. complete in all respect as per direction of E/I.
25623.87
75
1924352.64
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Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
4215.72
109
462633.11
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P/L Non-Pressure NP-3 Class RCC Spigot Socketed pipe confirming to IS:458:2003 with latest amendment laying in true alignment & position on craddle including with rubber ring (confirming to IS:5382 with latest amendment) testing of laid pipe ad per direciton of Enginner incharge complete in all respect. 600 mm dia.
20
2133
42676
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Steel work welded in built up sections/ framed work, including hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
1072.5
108
116859.6
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Supply and Installation of required size steel pipe 10 mm thick conferming fo IS : 3589 through trenchless excavation of thrust pit and receiving pit of required size and and the excavation & filling back & compaction complete as per specification for road crossing by auger boring method. Pipe will be installed at depth beyond 3 below surface in downward required slope.
600 mm dia MS Pipe
188
24400
4587200
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P/F Sluice Valve Shall generally conform to IS 14846 with latest amendment, with length over flanges as per PD of IS 14846 corrensponding to BS EN-558/ ISO 5752 Basic Series 3 in CI Construciton having metal seating (IS 318 Gr. LTB 2). with complete Component & Material of construction following below:- 1. Body/Door/Dome -Cast Iron IS 210 Gr. FG 260 2. Spindle- Non rising ; Stainless Steel AISI 410 3. Body Seat/Door Face - Gun Metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed) 4. Rivets - Soft annealed brass 5. Spindle Nut - Gun Metal : IS 318 Gr. LTB 2 6. Stem Seal - Greased Hemp 7. Fasteners - Carbon Steel 8. Flange Drilling - IS 1538 Table 4 & 6 9. PN 1.0 10. Accessories (400 mm and above) - Ball thrust bearing to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug 11. Painting/Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) 12. Hydro-test - (Open Ended Only) Seat: 10/16 Kg/cm²; Body 15/24 Kg/cm² 13. Upto 600 mm dia Manual Operated & above 600 mm Gear Box Make-Indian Valve Pvt. Ltd. (IVC)/Kirloskar Brothers Limited (KIRLOSKAR).
3
54867
164601.6
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400 mm dia.
2
164886
329772.8
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600 mm dia.
1
344163
344163.6
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P/F Reflex Valve upto 600 mm dia shall conform to IS 5312 Part 1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably slanted (and not perpendicular) vis-à-vis horizontal axis; SS AISI 410 stub pins & slant seat design with complete Component & Material of construction following below:- 1. Body/Door/Dome - Cast Iron IS 210 Gr. FG 260 2. Hinge pin (single door)/stub pin (multidoor type) - SS AISI 410 3. Seat & Face rings -Gun metal : IS 318 Gr. LTB 2 4. Rivets - Soft annealed brass 5. Fasteners - Carbon Steel 6. Flange Drilling - IS 1538 Table 4 7. PN - 1.0 8. By - pass arrangement - Optional 9. Painting/Coating Inside & Outside epoxy liquid coated : DFT minimum 250 micron, shade RAL 5005/5015 (Blue) 10. Hydro-test Seat : 10/16 Kg/cm2; Body : 15/24 Kg/cm2 MAKE -India Valve Pvt. Ltd. (IVC)/ Kirloskar Brothers Limited (KIRLOSKAR) 250 mm dia Kirloskar MAKE.
3
45523
136571.4
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a) 400 mm dia Kirloskar make.
2
138082
276165.6
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600 mm dia Kirloskar make.
1
381455
381455.2
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Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4coarse sand) inside cement plaster 12 mm thick with cement mortar1:3 (1 cement : 3 coarse sand) finished with a floating coat of neatcement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessarychannel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 10.00.
4
45622
182490.4
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Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 10.00.
24
17620
422902.56
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
40
377
15110
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Supply and Fixing of Chain Pulley 5 Tone Capacity with 3.00 Height of lift (Inder Make).
1
29685
29685
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Supply and Fixing of Load Chain For Extra chain lift for 5 Tone Chain pulley.
20
1095
21900
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Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
3754.23
542
2038359.18
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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications i/c appropriate priming coat, preparation of surface etc. complete on steel work.
200
147
29474
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Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage.
10.8
5365
57952.04
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources).
13.12
6479
85014.84
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).
46
6249
287454.92
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size).
6.65
363
2415.01
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15.00 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand).
23.49
7406
173986.67
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12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand).
206.28
208
43027.95
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate.
32
472
15117.44
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Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
200.32
78
15628.97
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
8.76
9964
87288.14
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars.
36773.33
76
2821249.88
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
17.86
138
2477.9
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Finishing walls with water proofing cement paint of required shade on new work (two or more coats applied @ 3.84 kg/10 sqm).
62.11
79
4937.75
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Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
62.11
132
8207.84
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase.
31
183
5682.61
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
2
240
480.62
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. 110 mm bend.
4
133
532
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Neat cement punning.
206.28
46
9523.95
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6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand).
36.44
156
5706.14
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SUPPLY, ERECTION, TESTING AND COMMISSIONING OF NON CLOG SEWAGE SUBMERSIBLE PUMP SET COMPLETE IN ALL RESPECT AS PER DIRECTION OF ENGINEER IN-CHARGE. TECHNICAL SPECIFICATION OF PUMP SET SHALL BE AS GIVEN BELOW. (1) MOTOR TYPE:- SQ. CAGE INDUCTION MOTOR 960 RPM SUITABLE FOR OPERATION ON 400/440 VOLTS 3 PHASE, 50 HZ AC SUPPLY WITH F CLASS INSULATION & IP-68 PROTECTION. 2) PUMP:- (A) BODY: - CAST IRON WITH 2% NICKEL (B) IMPELLER:- CF8M(SS316) (C) SHAFT:- STAINLESS STEEL (SS304) (D) AUTO COUPLING STAND:-CF8M (SS316) (E) GUIDE PIPE:-STAINLESS STEEL (SS304) @16 MTR (F) LIFTING CHAIN: - ALLOY STEEL @16 MTR (G) MECHANICAL SEAL: - UPPER SEAL (CARBON/CHROME STEEL). LOWER SEAL (SILICON CARBIDE). (3) FIELD REQUIREMENT:- (A) TYPE: - NON CLOG SEWAGE SUBMERSIBLE PUMP (C) RPM: - 960 (D) HEAD: - 28 MTR (E) COPPER CABLE FOR SEWAGE SUBMERSIBLE PUMP SUITABLE SIZE @ 25 MTR (F) SPECIFIC GRAVITY OF SEWAGE: - 1.07 (G) SOLID HANDLING CAPACITY (DIA) ;- NOT LESS THAN 100 MM Note- CONTRACTOR SHALL BE SUBMITTED G.T.P & ALL COMPANY TEST CERTIFICATE OF THE MATERIAL USED IN PUMP SET. (Make- PULLEN PUMP INDUSTRIES PVT LTD / M/S AQUA MACHINERIES PVT. LTD. /M/S KISHOR PUMPS PVT. LTD.) NON CLOG SEWAGE SUBMERSIBLE PUMP SET Discharge 432 m³/hr., HEAD: - 28 MTR, Rating 60/80, OUTLET SIZE OF PIPE 200 mm dia, Cable- 2 x50 sqmm x 3.50 core + 1.50 sqmm x 4.0 core.
2
1087296
2174592.8
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NON CLOG SEWAGE SUBMERSIBLE PUMP SET Discharge 612 m³/hr., HEAD: - 28 MTR, Rating 90/120, OUTLET SIZE OF PIPE 200 mm dia, Cable- 2 x50 sqmm x 3.50 core + 1.50 sqmm x 4.0 core.
2
1441017
2882035.4
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Supply and fixing of fully automatic auto-transformer Control Panel for clear water pump sets with following features No-volt, Under-voltage, Over -voltage protection, Electronic overload protection, seal monitor, reverse rotation trip device and the automatic start/stop device according to the levels in the sump. The control panels are provided with normal indications such as Digital voltmeter, Digital Ammeter, and indicating lamps as per directions of E/I.(Make = Contractor : L&T / MCCB : L&T /VPD & MPD : Softhard / Water Level Cum Seal Monitor : PumpCare & Kishor Pumps / Control Transformer & Power Transformer : Elect Care / Timer : L&T / WTR Relay : Minilec.)
100 HP.
2
229881
459762
... More
75 HP.
2
191354
382708
... More
Design, Supply, Erection & Commissioning of MCC (Motor Control Centre) made out of 14-16 SWG, CRCV Sheet, power coated paint after degreasing & vermin proof free standing, front operated cubical panel board suitable for 415 volt, 50 Hz system havingone incoming of 800 Amp. Air circuit breaker (Electically & Mechnically inter locked) with incomer of 800 AMP. ACB for DG set & four out going of 250 Amp. MCCB having three nos. aluminium bus bars of 1000 Amp. capacity for three phase & one aluminium bus bars of half capacity for neutral with amp meter. Current Transformer ampere selector switch etc. (Make :- L& T/Schinder/ABB, MCCB/Changeover-L&T/Schinder/ABB, Meter-L&T/AE Selector switch-L&T, current Transformer-AE.
1
919935
919935
... More
Supply and Fixing of 400 KVA Copper wound Transformer.
1
619236
619236
... More
Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect (CAT-AAA)
5
2206
11033
... More
Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect (CAT-AAA)
5
5758
28792
... More
Supply and laying of 3 core standered aluminium conductor XLPE (Cross linked polyethylene) nsulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connected with earth conductor by clamps etc.
3 x 120 sq. mm x 3 Core.
180
1746
314352
... More
70 sq. mm x 3 Core.
120
1079
129564
... More
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 120 sqmm x 3-1/2 Core.
160
972
155571.2
... More
Submersible Cable moter capacity 75 HP to 120 HP (2 x (35sq. Mm x 4core) + 1x 1.5 sq. mm 4 core ).
165
4042
667004.25
... More
S/F of 11 KV TPMO Relco/Azad/Rama make 9 nos. insulator of Jai shree/BHEL/Rama /Rastriya make complete in all respects as per direction of E/I.
2
18292
36584
... More
Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the EngineerIncharge. 120 Sqmm.
30
138
4141.8
... More
Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 120 Sqmm.
2
8947
17894
... More
70 Sqmm.
2
8465
16930
... More
Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 120 Sqmm.
2
15001
30002
... More
70 Sqmm.
2
14519
29038
... More
Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing.
12
6313
75756
... More
P/F of M.S. Clamp 250 mm dia i/c excavation, reffling etc. complete as per direction of E/I.
14
4583
64162
... More
S/F of steel tubular pole 11 Mtrs. Designation 410 SP 56 in 1:3:6 cement concrete foundation excavation back filling Excluding.
12
15049
180588
... More
Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as required.Above 8.0 metre and upto 11.0 metre.
4
6324
25296
... More
Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required.
16
285
4560
... More
Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required.
6
406
2436
... More
S/E of straight MS channel TOP 100 x 50 x 2240mm (9.2 Kg.) 2.50 m.long as per direction of E/I.
4
826
3304
... More
S/F Clamp with bolts and nut in MS channel.
4
304
1216
... More
S/F overhead line with ACSR conductor RABBIT/ RECON category one pole service bracket including bindng etc. complete in all respects.
60
310
18620.4
... More
S/F of 11 KV pin 12 " long with insulator of Jay Shri make fixed on cross arm on HT pole I/c all T&P.
6
196
1176
... More
S/F of 11 KV disc insulater 70 KN and fitting B & S heavy duty with clamp of cros arm fixed on HT poles.
6
315
1890
... More
S/L of 25x3mm GI strip from each electrode directly in the ground complete in all respect.
50
106
5310
... More
Painting of the electric pole & channal with 2 coats of Aluminium paint over red oxide primer complete in all respects.
4
382
1529.28
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