Chhattisgarh State Industrial Development Corporation Limited Tender
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Chhattisgarh State Industrial Development Corporation Limited - CSIDC Tender
Civil And Construction
Drainage Work
Electrical and Electronics
Electrical Works
Opening Date6 Dec 2024
Closing Date16 Dec 2024
Tender Amount₹ 8,22,52,000
Costs
EMD
₹ 4,11,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
162543Tender No
162543Tender 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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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)
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm
nominal size).
(S.O.R. I/3.1.3, P/23)
1063.55
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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 form 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)
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm
nominal size).
(S.O.R. I/3.2.1 P/23)
3617.58
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Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth
(SOR/I 3.4, P/23)
(SOR/I 3.4, P/23)
8.16
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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)
Thermo-Mechanically treated bars FE 415
(S.O.R. I/3.12.1 P/24)
361758.7
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Providing and fixing form work including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Foundations, footings, bases of columns plinth beam, curtain wall in any.
(S.O.R. I/2.1.1 P/16)
Foundations, footings, bases of columns plinth beam, curtain wall in any.
(S.O.R. I/2.1.1 P/16)
30341.08
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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)
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)
1755
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Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.
(S.O.R. I/1.17, P/11)
(S.O.R. I/1.17, P/11)
5335.31
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Transportation of excavated material upto 1km lead Transportation of different other material i/c loading &
Unloading Loose moorum/sand/earth/surkhi/cement/stone dust/hot mix asphalt material
(Road SOR I/1.1(i) + 1.2 (d) of P/6)
Unloading Loose moorum/sand/earth/surkhi/cement/stone dust/hot mix asphalt material
(Road SOR I/1.1(i) + 1.2 (d) of P/6)
17927.43
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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
(Road S.O.R. I/ 2.5 , P/ 9)
A. Bituminous courses
(Road S.O.R. I/ 2.5 , P/ 9)
A. Bituminous courses
20
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B. Granular courses (Road S.O.R. 2.5 (B) P/ 9)
210.25
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry,
cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete
B Cement Concrete Grade M-15 & M-20
(Road S.O.R. I/ 2.4 , (I ) B, P/ 9)
cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete
B Cement Concrete Grade M-15 & M-20
(Road S.O.R. I/ 2.4 , (I ) B, P/ 9)
42
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(IX) Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes.
A. Up to 1000 mm dia
(Road S.O.R. I/ 2.4 , (IX ) A, P/ 9)
A. Up to 1000 mm dia
(Road S.O.R. I/ 2.4 , (IX ) A, P/ 9)
7
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Road Works
Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3.
(Road S.O.R. 3.11 P/ 12)
Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3.
(Road S.O.R. 3.11 P/ 12)
125
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Excavation in Soil (by Mechanical Means.)
Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.
(Road S.O.R. 3.2 P/ 11)
Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.
(Road S.O.R. 3.2 P/ 11)
1921.5
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Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope
and compacting to meet requirement of table 300-2)
(Road S.O.R. I 3.12 P/ 12)
and compacting to meet requirement of table 300-2)
(Road S.O.R. I 3.12 P/ 12)
223
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Compacting Original Ground
Compacting Original Ground supporting embankment
Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
(Road S.O.R. 3.1.5 (ii) P/ 12)
Compacting Original Ground supporting embankment
Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
(Road S.O.R. 3.1.5 (ii) P/ 12)
385.87
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Granular Sub-base as per Table:- 400-1
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
i) Grading-III Material
(S.O.R. I/4.1(A)(a)(i), P/15)
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
i) Grading-III Material
(S.O.R. I/4.1(A)(a)(i), P/15)
425.25
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(ii) Grading-IV Material (S.O.R. I/4.1(A)(a)(ii), P/15)
401.625
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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 S.O.R. I/ 6.1 P/ 26)
(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 S.O.R. I/ 6.1 P/ 26)
283.5
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant
as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures
as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.)
With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum.
(Road S.O.R. I/ 6.2 P/ 26)
as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures
as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.)
With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum.
(Road S.O.R. I/ 6.2 P/ 26)
441
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)
(S.O.R. I/4.10, P/16)
(S.O.R. I/4.10, P/16)
249.375
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Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.
(i) on WBM/WMM surface @0.85 Kg/sqm.
(Road S.O.R. 5.1(i) P/ 19)
(i) on WBM/WMM surface @0.85 Kg/sqm.
(Road S.O.R. 5.1(i) P/ 19)
833.7
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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.
(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
(Road S.O.R. 5.2 (ii) P/ 19)
(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
(Road S.O.R. 5.2 (ii) P/ 19)
3962.7
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Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
With mechanical paver finisher
(Road S.O.R. 5.19 (B) P/ 24)
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
With mechanical paver finisher
(Road S.O.R. 5.19 (B) P/ 24)
349.65
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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.
(i) Bituminous surface @ 0.25 kg /Sqm
(Road S.O.R. 5.2 (i) P/ 19)
(i) Bituminous surface @ 0.25 kg /Sqm
(Road S.O.R. 5.2 (i) P/ 19)
12429.375
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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
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
(S.O.R. I/5.2(iii) P/20)
rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
(S.O.R. I/5.2(iii) P/20)
541.43
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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.
(A) With vibratory roller
(Road S.O.R. I/ 4.13 (A) P/ 17)
(A) With vibratory roller
(Road S.O.R. I/ 4.13 (A) P/ 17)
616.5
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Granular Sub-base as per Table:- 400-1
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
By Mix in place method
Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
(Road S.O.R. 4.1 (B) P/ 15)
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
By Mix in place method
Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
(Road S.O.R. 4.1 (B) P/ 15)
1031.1
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Direction and Place Identification signs upto 0.9 sqm size board.
(Providing and erecting direction and place identification retroreflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade
cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
(Road S.O.R. 8.5 P/ 30 )
(Providing and erecting direction and place identification retroreflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade
cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
(Road S.O.R. 8.5 P/ 30 )
2
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Providing and laying Reinforced Cement Concrete pipe NP 4 / prestressed concrete pipe (Laying Reinforced cement concrete pipe NP4 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipe , excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
1000 mm dia
(Road S.O.R.I/ 9.3 (C) P/ 39)
1000 mm dia
(Road S.O.R.I/ 9.3 (C) P/ 39)
7.5
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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 3mm thick anchor plate, 4 nos 20mm 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)
6 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 600mm long
Electrical S.O.R. I/ 19.7.1)
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 3mm thick anchor plate, 4 nos 20mm 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)
6 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 600mm long
Electrical S.O.R. I/ 19.7.1)
60
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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)
Electrical S.O.R. I/ 19.7.2)
30
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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 )
32
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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.
6 metre high
Electrical S.O.R. I/ 19.11.4 )
6 metre high
Electrical S.O.R. I/ 19.11.4 )
60
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7 metre high, Electrical S.O.R. I/ 19.11.5 )
30
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Supplying and fixing of single over hang (Arm) 1000 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI
60
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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
30
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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 .11)
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI)
3.5 x25 sqmm
Electrical S.O.R. I/ 15.3 .11)
3000
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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 )
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI)
3.5 x 70 sqmm
Electrical S.O.R. I/ 15.6 )
50
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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 )
3000
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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)
25
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80 mm internal dia Electrical S.O.R. I/ 14.3.2)
50
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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)
90
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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 )
810
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50 Sqmm Electrical S.O.R. I/ 15.28.6 )
8
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70 Sqmm Electrical S.O.R. I/ 15.28.7)
8
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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 )
Electrical S.O.R. I/ 19.13 )
90
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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 )
1.5 sq. mm three core
Electrical S.O.R. I/ 32.2 )
667
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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.
(Bajaj/ Havells / Wipro / Phillips/ Shcreder / GE)
90 watt
Electrical S.O.R. I/ 6.28.8 )
(Bajaj/ Havells / Wipro / Phillips/ Shcreder / GE)
90 watt
Electrical S.O.R. I/ 6.28.8 )
25
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120 watt Electrical S.O.R. I/ 6.28.9)
30
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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 )
With 2 metre long GI Pipes and 25 kg back filling compound.
Electrical S.O.R. I/ 12.19 )
5
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-
... 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 )
Electrical S.O.R. I/ 12.18 )
100
-
-
... 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 )
200 amps
Electrical S.O.R. I/ 7.10.4 )
3
-
-
... 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
4.5
-
-
... 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
3
-
-
... 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)
Electrical S.O.R. I/ 7.16.2 )
30x5mm (200 amps)
Electrical S.O.R. I/ 7.16.2 )
18
-
-
... 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)
Electrical S.O.R. I/ 7.17.1 )
10 sqmm (32 amp)
Electrical S.O.R. I/ 7.17.1 )
27
-
-
... More
16 sqmm (63 amp) Electrical S.O.R. I/ 7.17.2 )
18
-
-
... 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 ]
27
-
-
... More
200 amps [Electrical SOR I/7.11.5 P/ 62]
9
-
-
... 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 SOR I/7.12.3 P/
200 amps
[Electrical SOR I/7.12.3 P/
3
-
-
... 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 SOR I/9.1.8 ]
3 pole MCCB, 250A, Adjustable Thermal - Magnetic Release, 25KA
[Electrical SOR I/9.1.8 ]
3
-
-
... 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 SOR I/10.17]
[Electrical SOR I/10.17]
9
-
-
... 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 SOR I/10.13.4 ]
100 amps
[Electrical SOR I/10.13.4 ]
3
-
-
... More
Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification.
Analoge type
[Electrical SOR I/10.22..2 ]
Analoge type
[Electrical SOR I/10.22..2 ]
3
-
-
... More
D.I. PIPE LINE
Dismantling of Cement Concrete Pavment by mechanical means using pneumatic tools, cutter breaking to pieces not exceeding 0.02 cum in volume
and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately [SOR I/18.29.30, P/228]
Dismantling of Cement Concrete Pavment by mechanical means using pneumatic tools, cutter breaking to pieces not exceeding 0.02 cum in volume
and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately [SOR I/18.29.30, P/228]
506.352
-
-
... More
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of
unserviceable material within 50 m lead as per
direction of engineer-in- charge. [SOR I/18.30, P/227]
unserviceable material within 50 m lead as per
direction of engineer-in- charge. [SOR I/18.30, P/227]
24
-
-
... More
Earth work in excavation for pipe trench in all kinds of
rocks in areas including dressing, stacking of useful
material and disposal of unservicveable material up to
lead up to 50m and lift up to 1.5m.
Soft rock with or without blasting or bituminous
pavement / cement concrete road. [SOR I/18.29.30, P/228]
rocks in areas including dressing, stacking of useful
material and disposal of unservicveable material up to
lead up to 50m and lift up to 1.5m.
Soft rock with or without blasting or bituminous
pavement / cement concrete road. [SOR I/18.29.30, P/228]
1012.704
-
-
... More
Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed.
[SOR I/18.15, P/225]
[SOR I/18.15, P/225]
844.76
-
-
... More
Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply)
[SOR I/18.24, P/234]
[SOR I/18.24, P/234]
504
-
-
... More
Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS: 8329/ 2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018
200 mm diamete
[SOR I/4.3 P/54]
200 mm diamete
[SOR I/4.3 P/54]
2100
-
-
... More
150mm diameter
25
-
-
... More
Labour only for cutting following Ductile Iron pipes of any type andclass.
200 mm diameter
[SOR I/19.40, P/239]
200 mm diameter
[SOR I/19.40, P/239]
20
-
-
... More
150mm diameter
10
-
-
... More
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.
[SOR I/4.41, P/73]
200 mm dia
[SOR I/4.41, P/73]
200 mm dia
4
-
-
... More
Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.
200 mm dia
[SOR I/4.13, P/59]
200 mm dia
[SOR I/4.13, P/59]
5
-
-
... More
150 mm dia
2
-
-
... More
Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS: 9523/2000 having dimension as per table 16 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.
200mm dia
[SOR I/4.15, P/60]
200mm dia
[SOR I/4.15, P/60]
5
-
-
... More
150 mm dia
2
-
-
... More
Providing & fixing following ductile iron butterfly valves including jointing & testing with cost of jointing material such as bolts, nuts and rubber insertion all complete as per IS: 13095-1991.
200 mm dia
[SOR I/4.47, P/75]
200 mm dia
[SOR I/4.47, P/75]
4
-
-
... More
Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining.
200 mm dia
[SOR I/4.11, P/58]
200 mm dia
[SOR I/4.11, P/58]
24
-
-
... More
150 mm dia
8
-
-
... More
Providing and Laying including testing Ductile Iron All socket Tees conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:
9523/2000.
200 x 100 mm dia
[SOR I/4.21, P/63]
9523/2000.
200 x 100 mm dia
[SOR I/4.21, P/63]
4
-
-
... More
Providing & fixing following ductile iron single chamber triple function temper proof air valves, small orifice with screwed end as per IS : 14845-2000 including
jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991
100mm dia
[SOR I/4.21, P/63]
jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991
100mm dia
[SOR I/4.21, P/63]
4
-
-
... More
Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000.
200 mm dia
[SOR I/4.9, P/57]
200 mm dia
[SOR I/4.9, P/57]
20
-
-
... More
150mm dia
6
-
-
... More
Providing and laying in position following cast iron plugs. 20 mm dia [SOR I/1.15, P/20]
20
-
-
... More
150mm dia
4
-
-
... More
Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)
In foundation and plinth
1:3:6 (M-10)
[SOR I/18.40.1.3, P/229]
In foundation and plinth
1:3:6 (M-10)
[SOR I/18.40.1.3, P/229]
1.568
-
-
... More
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.
[SOR I/18.54.3, P/239]
[SOR I/18.54.3, P/239]
9.216
-
-
... More
PLASTER 12mm thick cement plaster in single coat including finishing even, smooth and curing complete.
1:5(Cement 1: Sand 5)
[SOR I/18.60.3, P/232]
1:5(Cement 1: Sand 5)
[SOR I/18.60.3, P/232]
99.84
-
-
... More
STEEL 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/ccost
of binding wire and wastage.
[SOR I/18.44, P/230]
work i/c cutting, bending, binding etc. complete i/ccost
of binding wire and wastage.
[SOR I/18.44, P/230]
200.88
-
-
... More
FORM WORK
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
[SOR I/18.64.1, P/233]
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
[SOR I/18.64.1, P/233]
12.48
-
-
... More
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.
In Plinth & foundation
1:2:4 (M-15)
[SOR I/18.41.1.2, P/229]
In Plinth & foundation
1:2:4 (M-15)
[SOR I/18.41.1.2, P/229]
0.4
-
-
... More
1:11/2:3 (M-20 ) [SOR I/18.41.1.2, P/229]
504
-
-
... More
Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)
1: 11/2:3 (M 20)
[SOR I/18.42.1, P/230]
1: 11/2:3 (M 20)
[SOR I/18.42.1, P/230]
1.568
-
-
... More
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
[SOR I/18.22, P/227]
[SOR I/18.22, P/227]
1545.41
-
-
... More
Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS:1239/2011 Part-II.
[SOR I/6.1, P/90]
100 mm dia
[SOR I/6.1, P/90]
100 mm dia
25
-
-
... More
150 mm dia
25
-
-
... More
Providing and fixing following class-I Globe wheel valves,
confirming to IS 778/1984 (Reaffirmed 2005), tested to 21.09 kg/sq.cmt.
100mm dia
[SOR I/6.5, P/91]
confirming to IS 778/1984 (Reaffirmed 2005), tested to 21.09 kg/sq.cmt.
100mm dia
[SOR I/6.5, P/91]
2
-
-
... More
Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS: 9523/2000 having dimension as per table 21 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000.
[SOR I/4.25, P/66]
200 x150
[SOR I/4.25, P/66]
200 x150
2
-
-
... More
200 x100
2
-
-
... More
Providing and installation of 02 Nos clear water centrifugal turbine pumping sets, each capable of pumping 14.5 B.H.P. Discharge 20.00 Lps against 20.00 m head each including 50% stant bye with entire assembly for suction, delvery manifold along with non-return valve cables, Protection devices and all mechanical and electrical works including testing and commissioning etc. complete.
2
-
-
... More
BOUNDARY WALL
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)
(SOR/I 7.5.3, P/45)
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)
(SOR/I 7.5.3, P/45)
22.512
-
-
... More
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
(SOR/I 7.5.3+7.6, P/45)
(SOR/I 7.5.3+7.6, P/45)
67.536
-
-
... More
Providing and making 12mm thick cement plaster of mix:
In Cement Mortar 1:6 (1 cement : 6 fine sand)
(SOR/I 12.2.4, P/103)
In Cement Mortar 1:6 (1 cement : 6 fine sand)
(SOR/I 12.2.4, P/103)
480
-
-
... More
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)
(SOR/I 11.3.3, P/103)
In Cement Mortar 1:5 (1 cement : 5 fine sand)
(SOR/I 11.3.3, P/103)
480
-
-
... More
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.
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
(SOR/I 3.1.5, P/23)
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
(SOR/I 3.1.5, P/23)
4
-
-
... More
Providing and fixing form work including centring, shuttering, strutting, staging, 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
(SOR/I 2.1.6, P/16)
Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes
(SOR/I 2.1.6, P/16)
176
-
-
... More
Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc.
complete with:
On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
(SOR/I 14.16.1, P/133)
complete with:
On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
(SOR/I 14.16.1, P/133)
960
-
-
... More
Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
(SOR/I 9.15, P/81)
(SOR/I 9.15, P/81)
495
-
-
... More
BLACKSMITH WORK FOR BHALA (NON SOR ITEM)
1000
-
-
... More
Painting on new work (two or more coats) to give an even shade with:
Premium synthetic enamel paint
(SOR/I 14.22.2, P/134)
Premium synthetic enamel paint
(SOR/I 14.22.2, P/134)
16.5
-
-
... More
Metal Beam Crash Barrier Type - A,
490.6
-
-
... More
OVER HEAD TANK
Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m as per section 2811.
(Bridge SOR I/ 6.1 P/ 33)
Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m as per section 2811.
(Bridge SOR I/ 6.1 P/ 33)
98
-
-
... More
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of
grouting with Cement/Epoxy
(Bridge SOR I/ 6.4 P/ 33)
grouting with Cement/Epoxy
(Bridge SOR I/ 6.4 P/ 33)
245
-
-
... More
Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the
Engineer. (Av. thickness 25mm)
(Bridge SOR I/ 6.6P/ 33)
Engineer. (Av. thickness 25mm)
(Bridge SOR I/ 6.6P/ 33)
73.5
-
-
... More
Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.
A. Cement Grout
(Bridge SOR I/ 6.5 (A) P/ 33)
A. Cement Grout
(Bridge SOR I/ 6.5 (A) P/ 33)
735
-
-
... More
Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per specifications..
(Bridge SOR I/ 6.7 P/ 33)
(Bridge SOR I/ 6.7 P/ 33)
49
-
-
... More
Providing and Fixing in position collapsible pipe railing of approved design including 2 coats painting etc. complete with channel post ISMC 100x50mm (0.95m high) and 48.4mm outer dia lighter type class
30
-
-
... More
Wall painting with acrylic luxury emulsion (plastic) paint of required shade to give an even shade.
On old work (one or more coats)
(Building SOR I/ 14.11.2 P/ 133)
On old work (one or more coats)
(Building SOR I/ 14.11.2 P/ 133)
601.31
-
-
... More
Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
On old work (One or more coats applied @ 0.83 ltr/ 10 sqm)
(Building SOR I/ 14.15.2 P/ 133)
On old work (One or more coats applied @ 0.83 ltr/ 10 sqm)
(Building SOR I/ 14.15.2 P/ 133)
1358.875
-
-
... More
Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main
section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:
For fixed portion
(Building SOR I/ 9.47 + 9.47.1 P/ 85)
section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:
For fixed portion
(Building SOR I/ 9.47 + 9.47.1 P/ 85)
350
-
-
... More
Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including
applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
(Building SOR I/ 9.15 P/ 81)
applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
(Building SOR I/ 9.15 P/ 81)
250
-
-
... More
Applying priming coat on steel work with red oxide zinc chromate primer.
(Building S.O.R. I/ 14.21 P/ 134 )
(Building S.O.R. I/ 14.21 P/ 134 )
150
-
-
... More
Painting on new work (two or more coats) to give an even shade with:
Premium synthetic enamel paint
(building S.O.R. I/ 14.22.2 P/ 134 )
Premium synthetic enamel paint
(building S.O.R. I/ 14.22.2 P/ 134 )
150
-
-
... More
Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.
(building S.O.R. I/ 14.12 P/ 133 )
(building S.O.R. I/ 14.12 P/ 133 )
422.54
-
-
... More
Erection of scaffolding with proper safety arrangement to reach up to the desired level (NSOR)
1
-
-
... More
Providing and applying single component SBR latex with cement at all partition from the inner side of tank.
(NSOR)
(NSOR)
601.31
-
-
... More
Providing and applying protective coating of MASTERSEAL 200H equivalent on the repaired & cured surface.
(NSOR)
(NSOR)
612.98
-
-
... More
Electrification work i.e. L.T. Line Connection (As per Requirement)
1
-
-
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