Chhattisgarh State Industrial Development Corporation Limited Tender
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Chhattisgarh State Industrial Development Corporation Limited - CSIDC Tender
Civil And Construction
Opening Date6 Dec 2024
Closing Date16 Dec 2024
Tender AmountRefer Documents
Costs
EMD
₹ 4,79,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
162564Tender No
162564Tender Authority
Chhattisgarh State Industrial Development Corporation Limited ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
A. Plant mix method (with Mechanically crushed stone only)
(a) For Lower Sub-base with
(ii) Grading-IV Material
(Road SOR I/ 4.1 A (a) (ii) P. No / 15)
A. Plant mix method (with Mechanically crushed stone only)
(a) For Lower Sub-base with
(ii) Grading-IV Material
(Road SOR I/ 4.1 A (a) (ii) P. No / 15)
2052
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Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub- grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum,
optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, Finishing and curing as per clause 601.)
(Road SOR I/ 6.1 P No. 26)
optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, Finishing and curing as per clause 601.)
(Road SOR I/ 6.1 P No. 26)
1314
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M-30 PCC
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
P.C.C. M-30
(Road SOR I/ 6.6 (iv) P No. 27)
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
P.C.C. M-30
(Road SOR I/ 6.6 (iv) P No. 27)
2520
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Transportation of metal i/c loading & unloading
(i) For a lead upto 1 Km.
(ii) Beyond 1 Kms. and upto 10 Kms.(Add extra for every 1 Km.)
Transportation of different other material i/c loading & unloading
(e) Excavated/compacted ordinary & other soil measured as per clause 301.8,
304.4 and 305.8
(Road SOR I/ 1.1 (i) + (ii) & 1.2 (e), P/ 6)
(i) For a lead upto 1 Km.
(ii) Beyond 1 Kms. and upto 10 Kms.(Add extra for every 1 Km.)
Transportation of different other material i/c loading & unloading
(e) Excavated/compacted ordinary & other soil measured as per clause 301.8,
304.4 and 305.8
(Road SOR I/ 1.1 (i) + (ii) & 1.2 (e), P/ 6)
4266
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Construction of Shoulders (Construction of shoulders as per clause
408 with selected soil from borrow pits / borrow areas having CBR
not less than 12 and shall have L.L. and P.I. not more than 25% and
6% respectively, inclusive of all leads and lifts, including clearing and
scrapping of existing surface, providing required cross fall,
compacting. watering rolling and royalty charges etc. complete. With vibratory roller (Road SOR I/4.13 A)
408 with selected soil from borrow pits / borrow areas having CBR
not less than 12 and shall have L.L. and P.I. not more than 25% and
6% respectively, inclusive of all leads and lifts, including clearing and
scrapping of existing surface, providing required cross fall,
compacting. watering rolling and royalty charges etc. complete. With vibratory roller (Road SOR I/4.13 A)
1137.6
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ROAD WORKS
Tack coat
Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to
IS: 8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. iii) Cement concrete Pavement @ 0.35 kg/Sqm
(SOR Item No. 5.2 (iii) P/19)
Tack coat
Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to
IS: 8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. iii) Cement concrete Pavement @ 0.35 kg/Sqm
(SOR Item No. 5.2 (iii) P/19)
56000
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Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects B With mechanical paver finisher
(iïi) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
(SOR Item No. 5.5 B (iii) P/20)
(iïi) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
(SOR Item No. 5.5 B (iii) P/20)
2240
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Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils.
[S.O.R. I/1.1.1, P/9]
[S.O.R. I/1.1.1, P/9]
16216.36
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Extra rate for quantity of work executed in or under water and/ or liquid mud including pumping out water. [S.O.R. I/1.7, P/10]
9157.05
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Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
[S.O.R. I/1.18, P/11].
[S.O.R. I/1.18, P/11].
5228.03
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Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).
[S.O.R. I/3.1.4, P/23]
[S.O.R. I/3.1.4, P/23]
969
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Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-20 Grade [S.O.R. I/3.3.1, P/23]
2821.5
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Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. [S.O.R. I/2.1.1, P/16]
25310
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-
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Providing and placing in position reinforcement for
R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
Thermo-Mechanically treated bars FE 415
[S.O.R. I/3.12.1, P/24]
R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
Thermo-Mechanically treated bars FE 415
[S.O.R. I/3.12.1, P/24]
217101.84
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Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
75 mm dia pipe. [S.O.R. I/18.76.1, P/170]
75 mm dia pipe. [S.O.R. I/18.76.1, P/170]
1804.68
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Transportation of metal i/c loading & unloading For a lead upto 1 Km
Transportation of different other material i/c loading & unloading
Loose moorum/sand/earth/surkhi/cement/stone dust/hot mix asphalt material
[Road S.O.R. I/1.1(i)+1.2(d) , P/6]
Transportation of different other material i/c loading & unloading
Loose moorum/sand/earth/surkhi/cement/stone dust/hot mix asphalt material
[Road S.O.R. I/1.1(i)+1.2(d) , P/6]
15261.75
-
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BoundaryWall
Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). [S.O.R. I/3.1.3, P/23]
Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). [S.O.R. I/3.1.3, P/23]
102.65
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Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate
using concrete mixer in all works upto plinth level excluding cost of from work. 1:11/2:3 (1 cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size).
[S.O.R. I/3.2.1, P/23]
using concrete mixer in all works upto plinth level excluding cost of from work. 1:11/2:3 (1 cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size).
[S.O.R. I/3.2.1, P/23]
337.04
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Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape [S.O.R. I/2.1.5, P/16]
1069.56
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Beams, lintels, cantilevers & walls.[S.O.R. I/2.1.8, P/16]
100
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Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
Cement Mortar 1:6 (1 cement : 6 coarse sand) [S.O.R. I/7.5.4, P/45]
Cement Mortar 1:6 (1 cement : 6 coarse sand) [S.O.R. I/7.5.4, P/45]
20
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1. Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth
in: Cement Mortar 1:5 (1 cement : 5 coarse sand)
2. Extra for brick work in superstructure above
plinth level for every floor or part thereof in addition to rate for foundation and plinth:
[S.O.R. I/7.5.3, + I/7.6, P/45]
in: Cement Mortar 1:5 (1 cement : 5 coarse sand)
2. Extra for brick work in superstructure above
plinth level for every floor or part thereof in addition to rate for foundation and plinth:
[S.O.R. I/7.5.3, + I/7.6, P/45]
261.38
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Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand)
[S.O.R. I/11.2.3, P/103]
[S.O.R. I/11.2.3, P/103]
2117.37
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Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
In Cement Mortar 1:5 (1 cement : 5 fine sand)
[S.O.R. I/11.3.3, P/103]
In Cement Mortar 1:5 (1 cement : 5 fine sand)
[S.O.R. I/11.3.3, P/103]
1917.39
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Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint. [S.O.R. I/14.22.1, P/134]
16.3
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Painting exterior surface with TEXTURED exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
[S.O.R. I/14.17.1, P/133]
[S.O.R. I/14.17.1, P/133]
4034.78
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Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. [S.O.R. I/9.6.2, P/80]
3443.47
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PROVIDING AND LAYING HDPE
Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering and ramming and disposal of excavated earth lead upto 50 meters and lift upto 1.5m, disposal earth to be leveled, neatly dressed.
(S.O.R. I/18.15, P/225)
Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering and ramming and disposal of excavated earth lead upto 50 meters and lift upto 1.5m, disposal earth to be leveled, neatly dressed.
(S.O.R. I/18.15, P/225)
1202.7
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Supply & Filling with moorum/river sand for pipe bedding or over the pipe including supply.
(S.O.R. I/18.24, P/227)
(S.O.R. I/18.24, P/227)
270.45
-
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Providing, Laying, Jointing & field testing of HDPE pipes (High Density Polyethylene Pipes) confirming to IS 4984/14151/12786/13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) Pressure 10 Kg/ sq.cm: (S.O.R. I/9.1 P/126)
110 mm dia
110 mm dia
2000
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Providing and laying including testing Bend 90̊ confirming to specification. Pressure 10Kg/ sq.cm (S.O.R. I/9.2 P/126)
110 mm dia
110 mm dia
10
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Providing and laying including testing Bend 45̊ confirming to IS specification.
(S.O.R. I/9.3 P/127)
110 mm dia
(S.O.R. I/9.3 P/127)
110 mm dia
10
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Providing and laying including testing Equal Tee confirming to IS specification. 10Kg/ sq.cm: PN10 (S.O.R. I/9.4 P/127)
110 mm dia
110 mm dia
10
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Providing and laying including testing Pipe end confirming to IS specification
(S.O.R. I/9.5 P/127)
110 mm dia
(S.O.R. I/9.5 P/127)
110 mm dia
10
-
-
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Providing and laying including testing Reducer: confirming to IS specifications. 10Kg/ sq. cm PN 10 (S.O.R. I/9.6 P/128)
110 mm dia
110 mm dia
10
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-
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Providing and laying including testing End Cap confirming to IS specifications.
(S.O.R. I/9.6 P/128)
(S.O.R. I/9.6 P/128)
10
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Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. (S.O.R. I/4.41 P/73)
100mm dia CLASS PN 16
100mm dia CLASS PN 16
1
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Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate).
1:3:6 (M-10)
(S.O.R. I/18.40.1.3, P/229)
1:3:6 (M-10)
(S.O.R. I/18.40.1.3, P/229)
0.23
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Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm2 and water absorption not more than 20% in foundation & plinth i/c curing etc. complete.
In Cement Mortar 1:5
(S.O.R. I/18.54.3, P/231)
In Cement Mortar 1:5
(S.O.R. I/18.54.3, P/231)
1.15
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Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for.
Foundation, footing, bases of columns, etc for mass concrete.
(S.O.R. I/18.64.1, P/233)
Foundation, footing, bases of columns, etc for mass concrete.
(S.O.R. I/18.64.1, P/233)
1.56
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Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.
1:2:4 (M-15)
(S.O.R. I/18.41.1.2, P/229)
1:2:4 (M-15)
(S.O.R. I/18.41.1.2, P/229)
0.08
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Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)
1:1½:3 (M 20)
(S.O.R. I/18.42.1, P/229)
1:1½:3 (M 20)
(S.O.R. I/18.42.1, P/229)
0.2
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Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for
R.C.C. work i/c cutting, bending, binding etc. complete i.c cost of binding wire and wastage. (S.O.R. I/18.44, P/230)
R.C.C. work i/c cutting, bending, binding etc. complete i.c cost of binding wire and wastage. (S.O.R. I/18.44, P/230)
13.72
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12mm thick cement plaster in single coat including finishing even, smooth and curing complete.
1:3 (Cement 1: Sand 3)
(S.O.R. I/18.60.1, P/232)
1:3 (Cement 1: Sand 3)
(S.O.R. I/18.60.1, P/232)
87.36
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Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. in depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils.
(S.O.R. I/18.22, P/227)
(S.O.R. I/18.22, P/227)
457.03
-
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RAIN WATER HARVESTING In ordinary rock (S.O.R. I/1.1.2 P/09)
122
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Extra for every additional lift of 1.5 m or part thereof.
Ordinary or hard rock
(S.O.R. I/1.6.2 P/10)
Ordinary or hard rock
(S.O.R. I/1.6.2 P/10)
122
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Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all work up to floor five level including cost of reinforcement And from work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
(S.O.R. I/3.2.1 P/23)
(S.O.R. I/3.2.1 P/23)
14.6
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Providing and placing in position reinforcement for
R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
Cold twisted bar / Hot rolled deformed steel
(S.O.R. I/3.12.4 P/24)
R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
Cold twisted bar / Hot rolled deformed steel
(S.O.R. I/3.12.4 P/24)
876
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Providing and fixing formwork including centering, shuttering, strutting, propping bracing etc. complete and including its removal at all levels, for: Columns, beams & walls - circular or any other geometrical Shape other than square and rectangular in all sizes. (S.O.R. I/2.1.6 P/16)
584
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Supplying, filling, spreading & leveling stone boulders/ Gravels/Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately).
Stone boulders of size range 5 cm to 20 cm, in recharge pit
(S.O.R. I/21.14.1, P/201)
Stone boulders of size range 5 cm to 20 cm, in recharge pit
(S.O.R. I/21.14.1, P/201)
42.38
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Providing and fixing on wall face UV stabilized Un plasticized Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4 Kg
/ sqm ) i/c jointing with seal ring conforming to IS : 5385 leaving 10mm gap for thermal expansion etc. complete.
110 mm dia pipe.
(S.O.R. I/18.76.2, P/170)
/ sqm ) i/c jointing with seal ring conforming to IS : 5385 leaving 10mm gap for thermal expansion etc. complete.
110 mm dia pipe.
(S.O.R. I/18.76.2, P/170)
400
-
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Providing and fixing on wall face UV stabilized Plasticized PVC molded fitting/accessories having 3.2mm wall thickness for rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ringconforming to IS : 5382 leaving 10mm gap for thermalexpansion. Tee/ Tee with door/ Bend 45°/ Bend 90°
(S.O.R. I/18.77.1 P/170)
Coupler -110mm
(S.O.R. I/18.77.1.2 P/170)
(S.O.R. I/18.77.1 P/170)
Coupler -110mm
(S.O.R. I/18.77.1.2 P/170)
40
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Tee -110mm
80
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Bend -110mm
100
-
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Clamp (110mm)
240
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Providing and fixing PVC ball valve for inlet / outlet of rain Water harvesting pipe and filter.
110mm dia pipe
(S.O.R. I/21.19 P/201)
110mm dia pipe
(S.O.R. I/21.19 P/201)
40
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Providing and fixing “NETLON insect screens” with 25mm wide Hook and loop tape all around to wooden/ aluminium
/ steel windows, ventilators and the like complete.
(S.O.R. I/9.84 P/84)
/ steel windows, ventilators and the like complete.
(S.O.R. I/9.84 P/84)
40
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Supplying and laying of Wooden charcoal.
2332
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Providing and fixing Steel nails (khila)
20
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ELECTRICAL WORKS
Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 4mm thick anchor plate, 4 nos 24mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3)
(Bajaj / Transrail / Valmount/RR consoul)
7 metre high, dia 135mm at bottom and 90mm at top, base plate size 225x225x16mm, foundation bolts 750mm long
(ELECTRICAL S.O.R. I/ 19.7.2 )
Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 4mm thick anchor plate, 4 nos 24mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3)
(Bajaj / Transrail / Valmount/RR consoul)
7 metre high, dia 135mm at bottom and 90mm at top, base plate size 225x225x16mm, foundation bolts 750mm long
(ELECTRICAL S.O.R. I/ 19.7.2 )
125
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Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification.
(ELECTRICAL S.O.R. I/ 19.12 )
(ELECTRICAL S.O.R. I/ 19.12 )
63
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Erection of GI octogonal/ tubular/conical pole on existing
cement concrete foundation having grouted bolts and nuts,
aligning in true vertical position as per specification.
7 metre high
(ELECTRICAL S.O.R. I/ 19.11 )
cement concrete foundation having grouted bolts and nuts,
aligning in true vertical position as per specification.
7 metre high
(ELECTRICAL S.O.R. I/ 19.11 )
125
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Supplying and fixing of single over hang (Arm) 1500 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI
125
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... More
Supplying and fixing of double over hang (Arm) 1500 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI
50
-
-
... More
Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098
(1988, Part 1).
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI)
3.5 x25 sqmm
(ELECTRICAL S.O.R. I/ 15.3 )
(1988, Part 1).
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI)
3.5 x25 sqmm
(ELECTRICAL S.O.R. I/ 15.3 )
4300
-
-
... More
Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade on surface/ existing cable tray with 25x3 mm M.S flat clamp and steel dash fastener/ G.I. bolts and nuts as per specification , IS: 1554 (1988, Part 1) / IS: 7098 (1988,
Part 1).
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI)
3.5 x 70 sqmm
(ELECTRICAL S.O.R. I/ 15.6.2 )
Part 1).
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI)
3.5 x 70 sqmm
(ELECTRICAL S.O.R. I/ 15.6.2 )
50
-
-
... More
Supplying and laying HDPE pipe of 4kg/Sqcm in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.
63 mm outer dia
(ELECTRICAL S.O.R. I/ 14.2.1 )
63 mm outer dia
(ELECTRICAL S.O.R. I/ 14.2.1 )
4000
-
-
... More
Supplying and laying following size medium class G.I. pipe in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.
50 mm internal dia
(ELECTRICAL S.O.R. I/ 14.3.1 )
50 mm internal dia
(ELECTRICAL S.O.R. I/ 14.3.1 )
50
-
-
... More
80 mm internal dia (ELECTRICAL S.O.R. I/ 14.3.2 )
100
-
-
... More
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as per specification and IS
Code 3043: 1987(R 2016)
(ELECTRICAL S.O.R. I/ 12.1 )
Code 3043: 1987(R 2016)
(ELECTRICAL S.O.R. I/ 12.1 )
5
-
-
... More
Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.
6 amps to 32 amps
(ELECTRICAL S.O.R. I/ 9.10.1 )
6 amps to 32 amps
(ELECTRICAL S.O.R. I/ 9.10.1 )
125
-
-
... More
Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. .
25 Sq mm.
(ELECTRICAL S.O.R. I/ 15.28.4 )
25 Sq mm.
(ELECTRICAL S.O.R. I/ 15.28.4 )
1125
-
-
... More
50 Sqmm (ELECTRICAL S.O.R. I/ 15.28.6 )
8
-
-
... More
70 Sqmm (ELECTRICAL S.O.R. I/ 15.28.7 )
8
-
-
... More
Providing and making suitable CC pole collar (muffing) in Cement Concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) of size 0.4 m dia and
0.4 m height from existing CC foundation
(ELECTRICAL S.O.R. I/ 19.13 )
0.4 m height from existing CC foundation
(ELECTRICAL S.O.R. I/ 19.13 )
125
-
-
... More
Providing following size ISI marked FRLS PVC insulated
, PVC sheathed, flexible copper conductor wire.
1.5 sq. mm three core
(ELECTRICAL S.O.R. I/ 32.2.4 )
, PVC sheathed, flexible copper conductor wire.
1.5 sq. mm three core
(ELECTRICAL S.O.R. I/ 32.2.4 )
1000
-
-
... More
Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip
efficacy ratio ≥ 120 lumens /watt.
120 watt
efficacy ratio ≥ 120 lumens /watt.
120 watt
225
-
-
... More
Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification:
With 2 metre long GI Pipes and 25 kg back filling
compound.
(ELECTRICAL S.O.R. I/ 12.19.2 )
With 2 metre long GI Pipes and 25 kg back filling
compound.
(ELECTRICAL S.O.R. I/ 12.19.2 )
10
-
-
... More
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ concealed conduit/ submain wiring/ cable as per
specification.
(ELECTRICAL S.O.R. I/ 12.18 )
specification.
(ELECTRICAL S.O.R. I/ 12.18 )
500
-
-
... More
Providing and fixing metal clad, TP&N switch fuse unit (re-wirable), 415/500 volts, with porcelain re- wireble fuses including drilling holes on the board, connections, earthing the body etc. as per specification. (Thimbeling shall be paid separately). 200 amps
(ELECTRICAL S.O.R. I/ 7.10.4 )
(ELECTRICAL S.O.R. I/ 7.10.4 )
4
-
-
... More
Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification.
Upto 300 mm deep
[Electrical SOR I/7.19.1 P
Upto 300 mm deep
[Electrical SOR I/7.19.1 P
8
-
-
... More
Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) aluminium bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification.
200 amp (30x5mm) [Electrical SOR I/7.20.2 P
200 amp (30x5mm) [Electrical SOR I/7.20.2 P
4
-
-
... More
Providing and making interconnection in cubical panel between BBC and switchgears with following size aluminium strip of length upto 50cm as per specification (To be measured separately for each phase/ neutral).
30x5mm (200 amps)
30x5mm (200 amps)
28
-
-
... More
Providing and making interconnection in cubical panel between BBC and switchgears with following size FRLS PVC insulated copper conductor wire lead of length upto 50cm including providing copper thimbles on both ends as per specification (To be measured separately for each phase/ neutral).
10 sqmm (32 amp)
10 sqmm (32 amp)
60
-
-
... More
16 sqmm (63 amp)
54
-
-
... More
Providing and fixing porcelain re-wireble fuse carrier and base unit on wooden board including drilling holes on the board, screws, connections etc. as per specification. (Thimbeling shall be paid separately).
100 amps
[Electrical SOR I/7.11.4 P/ 62 ]
100 amps
[Electrical SOR I/7.11.4 P/ 62 ]
36
-
-
... More
200 amps [Electrical SOR I/7.11.5 P/ 62]
12
-
-
... More
Providing and fixing metal clad, TP&N double break fuse switch unit (HRC), 415/500 volts, with H.R.C. fuses including drilling holes on the board, connections, earthing the body etc. as per specification. (Thimbeling shall be paid separately).
200 amps
(ELECTRICAL S.O.R. I/ 7.12.3 )
200 amps
(ELECTRICAL S.O.R. I/ 7.12.3 )
4
-
-
... More
Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu.
3 pole MCCB, 250A, Adjustable Thermal - Magnetic Release, 25KA
(ELECTRICAL S.O.R. I/ 9.1.8 )
3 pole MCCB, 250A, Adjustable Thermal - Magnetic Release, 25KA
(ELECTRICAL S.O.R. I/ 9.1.8 )
4
-
-
... More
Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification.
(ELECTRICAL S.O.R. I/ 10.17 )
(ELECTRICAL S.O.R. I/ 10.17 )
12
-
-
... More
Providing and fixing 3 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification.
100 amps
(ELECTRICAL S.O.R. I/ 10.13.4 )
100 amps
(ELECTRICAL S.O.R. I/ 10.13.4 )
4
-
-
... More
Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification.
Analoge type
(ELECTRICAL S.O.R. I/ 10.22.2 )
Analoge type
(ELECTRICAL S.O.R. I/ 10.22.2 )
4
-
-
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