Chhattisgarh State Industrial Development Corporation Limited Tender
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Chhattisgarh State Industrial Development Corporation Limited - CSIDC Tender
Civil And Construction
Road Construction
Opening Date6 Dec 2024
Closing Date16 Dec 2024
Tender AmountRefer Documents
Costs
EMD
₹ 2,57,575Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
162576Tender No
162576Tender 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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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.)
[SOR I/4.10 of P/16]
[SOR I/4.10 of P/16]
1004.71
-
-
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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.
[SOR I/5.1(i) of P/19]
(i) on WBM/WMM surface @0.85 Kg/Sqm.
[SOR I/5.1(i) of P/19]
4030.25
-
-
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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
[SOR I/5.2(ii) of P/19]
(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
[SOR I/5.2(ii) of P/19]
12309.6
-
-
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Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP
using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and
filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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.505 complete in all respects.) (B) With mechanical paver finisher (ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
[SOR I/5.4 (B-ii) of P/20]
using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and
filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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.505 complete in all respects.) (B) With mechanical paver finisher (ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
[SOR I/5.4 (B-ii) of P/20]
242.06
-
-
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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. (B) With mechanical paver finisher (SOR I/5.19 P/24)
210.11
-
-
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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
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
[SOR I/5.8 (II-A-ii) of P/21]
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
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
[SOR I/5.8 (II-A-ii) of P/21]
448.64
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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
[SOR I/4.13 (A) of P/17]
[SOR I/4.13 (A) of P/17]
516
-
-
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Construction of RCC open drain
(i) Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 10 mm dia horizontal bars @ 150
mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
[SOR I/3.20 (i), P/13]
(i) Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 10 mm dia horizontal bars @ 150
mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
[SOR I/3.20 (i), P/13]
4800
-
-
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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/51]
[SOR I/18.15, P/51]
401.96
-
-
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Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply)
[SOR I/18.24, P/52]
[SOR I/18.24, P/52]
80
-
-
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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
[SOR I/4.3 P/3]
[SOR I/4.3 P/3]
500
-
-
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Labour only for cutting following Ductile Iron pipes of any type andclass. [SOR I/32.4, P/324]
2
-
-
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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.
[SOR I/4.41, P/18]
[SOR I/4.41, P/18]
1
-
-
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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.
[SOR I/4.11, P/6]
[SOR I/4.11, P/6]
6
-
-
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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. [SOR I/4.9, P/9]
2
-
-
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Providing and laying in position following cast iron plugs. [SOR I/1.15, P/20]
2
-
-
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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)
In foundation and plinth
1:3:6 (M-10) [SOR I/18.40.1.3, P/53]
In foundation and plinth
1:3:6 (M-10) [SOR I/18.40.1.3, P/53]
0.225
-
-
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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 1:6
[SOR I/18.54.4, P/55]
In Cement Mortar 1:6
[SOR I/18.54.4, P/55]
1.15
-
-
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PLASTER 12mm thick cement plaster in single coat including finishing even, smooth and curing complete.
1:6 (Cement 1: Sand 6)
[SOR I/18.60.3, P/56]
1:6 (Cement 1: Sand 6)
[SOR I/18.60.3, P/56]
12.48
-
-
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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/54]
work i/c cutting, bending, binding etc. complete i/ccost
of binding wire and wastage.
[SOR I/18.44, P/54]
25.1
-
-
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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/56]
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/56]
1.56
-
-
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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/54]
In Plinth & foundation
1:2:4 (M-15)
[SOR I/18.41.1.2, P/54]
0.05
-
-
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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/54]
excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)
1: 11/2:3 (M 20)
[SOR I/18.42.1, P/54]
0.19
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-
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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
[SOR I/18.22, P/52]
[SOR I/18.22, P/52]
321.96
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-
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Supplying ,Installation, testing and commissioning of hybrid solar street luminaire of housing made of extruded Aluminium and IP65 ingress protection. The all in one solar street lighting system having system lumen output up to 120 LPW (as per LM79 report of NABL accredited lab only), CCT of 6500k (+/- 500k) and CRI > 70, L70 should be of 50000 hours or more. The luminaire should be having SMD type LEDs with secondary lens / optics suitable for street lighting application, MPPT charge Controller and DC driver and automatic dusk to dawn operation feature. The All in one Solar Street light must have hybrid feature under which LED light can be operate by both AC mains & DC supply. The integrated luminaire should have monocrystalline PV module, Lithium battery pack having upto 10Hrs. of autonomy with full power mode and upto 36Hrs. of autonomy with saving mode. Specially designed in built PIR sensor allows to sense motion i.e. if a human is within sensor range then streetlight is at 100% full power lighting mode otherwise if no movement is detected to save energy it dims down to 30% of power.
Length of Road :-2500 M
(Wipro/Philips/Havells/)
60w ,90Wp Monocrystalline Panel - 12.8V 52Ah Lithium Ferro Phsophate (LifePo4) battery
Length of Road :-2500 M
(Wipro/Philips/Havells/)
60w ,90Wp Monocrystalline Panel - 12.8V 52Ah Lithium Ferro Phsophate (LifePo4) battery
100
-
-
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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)
(Bajaj/Transrail/valmount/ RR Consoul)
7 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 700mm long
(Bajaj/Transrail/valmount/ RR Consoul)
7 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 700mm long
100
-
-
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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.
49.4
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Erection of GI octogonal/ tubular pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as required.
7 metre high
7 metre high
100
-
-
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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 required.
(Make:Havells/HPL/Standard/ABB/L&T)
6 amps to 32 amps
(Make:Havells/HPL/Standard/ABB/L&T)
6 amps to 32 amps
100
-
-
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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.
100
-
-
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Providing following size ISI marked FR PVC insulated, PVC sheathed, flexible copper conductor cable.
(Make:Havells/HPL/Finolex/Ploycab/RR cable)
1.5 sq.mm three core
(Make:Havells/HPL/Finolex/Ploycab/RR cable)
1.5 sq.mm three core
700
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-
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary soil
Up to 3 m depth
[SOR I/9.1, P/39]
Ordinary soil
Up to 3 m depth
[SOR I/9.1, P/39]
693.84
-
-
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Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.
[SOR I/9.6, P/40]
[SOR I/9.6, P/40]
495
-
-
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Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 15
[SOR I/9.9, P/40]
PCC Grade M 15
[SOR I/9.9, P/40]
93.84
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Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 20
[SOR I/9.9, P/40]
PCC Grade M 20
[SOR I/9.9, P/40]
360.42
-
-
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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 . )
900 mm dia
[SOR I/9.3 (b), P/39]
900 mm dia
[SOR I/9.3 (b), P/39]
60
-
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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]
In all types of soils.
[S.O.R. I/1.1.1, P/9]
425.08
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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]
47.23
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-
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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]
[S.O.R. I/3.2.1, P/23]
155.05
-
-
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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]
Columns, Pillars, Piers and likes- rectangular or square in shape
[S.O.R. I/2.1.5, P/16]
492
-
-
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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 shape and size and all type of wall below plinth level.
[S.O.R. I/2.1.1, P/16]
[S.O.R. I/2.1.1, P/16]
368
-
-
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Beams, lintels, cantilevers & walls. [S.O.R. I/2.1.8, P/16]
46
-
-
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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]
15505
-
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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]
9.2
-
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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]
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]
120.24
-
-
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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 similarworks.
[S.O.R. I/9.6.2, P/80]
In gratings, frames, guard bar, ladder, railings, brackets, gates and similarworks.
[S.O.R. I/9.6.2, P/80]
8730
-
-
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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]
282.92
-
-
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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]
974
-
-
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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]
882
-
-
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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]
[S.O.R. I/14.22.1, P/134]
7.5
-
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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]
1856
-
-
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Excavation in Soil (by Manual Means.) Excavation for roadway in soil using including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts
and lead upto1000 meters as per relevant clauses of cection 300.
[S.O.R. I/3.1, P/11]
and lead upto1000 meters as per relevant clauses of cection 300.
[S.O.R. I/3.1, P/11]
180
-
-
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Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with
approved material/selected soil having C.B.R.>8 (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)
[S.O.R. I/3.13, P/12]
approved material/selected soil having C.B.R.>8 (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)
[S.O.R. I/3.13, P/12]
108
-
-
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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
[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
[S.O.R. I/4.1 (A) a (i), P/15]
117
-
-
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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-15
[S.O.R. I/6.6 (ii), P/27]
P.C.C. M-15
[S.O.R. I/6.6 (ii), P/27]
54
-
-
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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-25
[S.O.R. I/6.6 (iii), P/27]
P.C.C. M-25
[S.O.R. I/6.6 (iii), P/27]
68.4
-
-
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Construction of RCC Drain/Cover/Chamber
(ii) Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement.
with RCC M-20
[SOR I/3.25 (ii), P/14]
(ii) Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement.
with RCC M-20
[SOR I/3.25 (ii), P/14]
2.52
-
-
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Construction of RCC Drain/Cover/Chamber
iii) Supplying, Fitting and Placing un-coated HYSD bar
Reinforcement in drain/cover
[SOR I/3.25 (iii), P/14]
iii) Supplying, Fitting and Placing un-coated HYSD bar
Reinforcement in drain/cover
[SOR I/3.25 (iii), P/14]
0.2646
-
-
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