Yamuna Expressway Industrial Development Authority Tender
... More
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date31 Dec 2021
Closing Date6 Jan 2022
Tender Amount₹ 16,13,52,989
Costs
EMD
₹ 27,08,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Summary
Development Work Of Village Moonjkhera
Description
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Contact
Tender Id
2021_YEIDA_667983_15Bid Award Id
ViewTender No
YEA/GM(PROJECT)/2021/567 DT-30/12/2021Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Depth from 1.5 to 3.0 M below G.L.
3568.07
-
348
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Depth from 3.0 to 4.5 M below G.L.
4.07
-
435.4
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. (AR/YEIDA)
23476.13
-
138.5
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Providing and carting of following dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (A.R./YEIDA))
-
-
-
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250mm dia NP-3 pipe
10496.11
-
612.25
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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation. (AR/YEIDA)
-
-
-
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250mm dia NP-3 concrete cradle
9699.16
-
402.55
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Constructing brick masonry circular type manhole 0.75 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :
-
-
-
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0.75 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. Supply and fixing Poly propelene foot rest & excluding excavation
-
-
-
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With bricks of class designation-150 (A.R.)
222
-
8573.74
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :
-
-
-
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0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :
-
-
-
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With bricks of class designation-150 (DSR-2018/19.9.1.1/P-364-365)
369
-
11038.1
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :
-
-
-
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1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
-
-
-
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With bricks of class designation-150 (DSR-2018/19.11.1.1/P-365)
81
-
21235.65
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Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :
-
-
-
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2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
-
-
-
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With bricks of class designation-150 (DSR-2018/19.13.1.1/P-365-366)
98
-
45459.15
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Extra depth for circular type manhole 0.75m internal dia (at bottom) beyond 0.75m to 1.00m: With bricks of class designation-150 (AR/YEIDA)
5.37
-
4670.25
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m: With bricks of class designation-150 (DSR-2018/19.10.1/P-365)
102.45
-
6448.4
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Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m: With bricks of class designation-150 (DSR-2018/19.12.1/P-365)
22.3
-
8368.4
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Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 2.30m: With bricks of class designation-150 (DSR-2018/19.14.1/P-366)
37.68
-
19514.3
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Providing and carting of following dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (A.R./YEIDA)
-
-
-
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150mm dia NP-3 pipe
2600
-
396.2
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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation. (AR/YEIDA)
-
-
-
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150mm dia NP-3 concrete cradle
2301
-
322.7
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Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2018/6.1.2/P-108)
6
-
6157.45
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). (DSR-2018/4.1.3/P-86)
1
-
6788.6
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR-2018/19.16/P-366)
2687
-
463.05
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Provide all material and construct Sewer connecting chamber, size 0.60x0.60x3.0m as per Drawing and Design (250mm dia) (AR/YEIDA)
20
-
32405.53
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Regulation in the cost of Sewer connecting chamber, size 0.60x0.60x3.0m as per Drawing and Design (250mm dia) (AR/YEIDA)
20
-
8532.19
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Part - Drain Work
-
-
-
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
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In cement mortar (DSR-2018/15.7.4/P-258)
1134.45
-
1469.9
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Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
-
-
-
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From brick work in cement mortar (DSR-2018/15.8.3/P-258)
427570
-
4.88
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). (DSR-2018/4.1.8/P-86)
520.86
-
5789.6
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. “(Note:- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
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All works upto plinth level. (DSR-2018/5.33.1/P-100)
2034.33
-
7997.3
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DSR-2018/5.22.6/P-98)
199619.29
-
83.5
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete. (DSR-2018/5.9.1/P-96)
2047.9
-
284.85
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR-2018/5.9.2/P-96)
16495.93
-
609.3
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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Suspended floors, roofs, landings, balconies and access platform (DSR-2018/5.9.3/P-96)
117
-
693.05
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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Edges of slabs and breaks in floors and walls. : Above 20 cms wide. (DSR-2018/5.9.16.2/P-96)
115
-
737.3
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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-2018/13.4.2/P-228)
769.05
-
263.55
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). (DSR-2018/4.1.3/P-86)
74.17
-
6788.6
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Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2018/6.1.2/P-108)
176.88
-
6157.45
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Part - Water Supply
-
-
-
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA)
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
9132
-
279.7
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. (AR/YEIDA)
9132
-
138.5
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Providing, laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/YEIDA)
-
-
-
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160mm dia (O.D.)
36
-
708.31
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140mm dia (O.D.)
320
-
552.85
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110 mm dia (O.D.)
1162
-
353
... More
90 mm dia (O.D.)
9305
-
252.85
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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
-
-
-
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200 mm dia Ductile Iron Class K-9 pipes (DSR-2018/18.72.17/P-345-346)
20
-
2211
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Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
-
-
-
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80 mm dia (DSR-2018/18.59.2/P-343)
4
-
6240.7
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Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):
-
-
-
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100 mm diameter: Class-I (DSR-2018/18.31.1.1/P-338)
16
-
3977.6
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125 mm diameter: Class-I (DSR-2018/18.31.2.1/P-338)
6
-
4318.95
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150 mm diameter: Class-I (DSR-2018/18.31.3.1/P-338)
2
-
5836.6
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Providing and fixing spindle fire hydrant complete with bolts, nuts and rubber insertions etc. all complete. (AR./YEIDA)
-
-
-
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100mm dia (Outlet)
7
-
3977.6
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
-
-
-
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With bricks of class designation-150 (DSR-2018/18.33.1/P-339)
33
-
9288.4
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work :
-
-
-
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15 mm dia nominal bore. (DSR-2018/18.12.1/P-334)
2600
-
244.15
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
-
-
-
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15 mm nominal bore (DSR-2018/18.46.1/P-341)
650
-
235.75
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Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main:
-
-
-
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15 mm nominal bore (DSR-2018/18.20.1/P-336)
650
-
295.15
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Part - Solar Street Light:
-
-
-
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SITC of LED Integrated Solar street light 17W-20W inbuilt charge controller with health monitoring system, over charging protection technology, LED luminaire - 20W, LED life span 50,000 hrs., LED efficacy 120Lm/W, Operating voltage 12VDC to 13VDC with necessary accessories Solar Mono Panel 40Wp size 940x305x140mm. Battery-LiFePO4, per fixture minimum 12.8V, 15Ah, Duty Cycle-12 hours/day, Autonomy 2 days, ingress, Protection IP65 with accessories, in all respects as per the directions of the Engineer-in-charge (Make: Bajaj, Crompton, Philips) (Analysis of Rate)
-
-
-
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Village - Moonjkhera
84
-
35741
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Village - Deri Khooban
32
-
35741
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Supply and installation of 80mm dia and 6 mtr GI pole, base RCC foundation complete in all respects as per the directions of the Engineer-in-charge. (Analysis of Rate)
-
-
-
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Village - Moonjkhera
84
-
6798
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Village - Deri Khooban
32
-
6798
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Part - Road work
-
-
-
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-2018/16.1/P-271)
894
-
156.75
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Supply & laying of good earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks marginal banks and guide banks or filling up ground depression as per MORTH. (A.R./YEIDA) Good earth
-
-
-
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All leads
675
-
239.15
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Relaying dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of earth including filling compressed, with M-150 bricks. (By using old brick, Labour rate only) (AR/YEIDA)
751.86
-
255.38
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Dismantling dry brick or interlocking tiles on edge including stacking serviceable material and disposal of unserviceable material within 50 metres lead. (AR/YEIDA)
42060
-
151.55
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Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of earth including filling compressed, with M-150 bricks. (DSR-2018/11.2/AR/YEIDA)
23573.24
-
650.7
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Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA)
4206
-
2575.1
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Relaying of 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (By using Old Tiles, Labour rate only) (AR/YEIDA) (AR/YEIDA)
12618
-
324.15
... More
Providing and laying 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA)
29442
-
859.35
... More
Part - Pond work
-
-
-
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA)
-
-
-
... More
Depth from 0.0 to 1.5 M below G.L.
289.91
-
279.7
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
... More
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). (DSR-2018/4.1.8/P-86)
26.31
-
5789.6
... More
Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
... More
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2018/6.1.2/P-108)
58.74
-
6157.45
... More
Brick work with bricks of class designation 150 in superstructure above plinth level upto floor V level in all shapes and sizes in:
-
-
-
... More
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2018/6.4.2/P-108)
41.92
-
7590.45
... More
15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) (DSR-2018/13.5.2/P-228)
559.58
-
303.9
... More
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-2018/13.4.2/P-228)
559.58
-
263.55
... More
Finishing walls with water proofing cement paint of required shade : New work (two or more coats applied @ 3.84 Kg/10 Sqm.) (DSR-2018/13.44.1/P-231)
1119.15
-
91.25
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
-
-
... More
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-2018/10.25.2/P-186)
400
-
131
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (DSR-2018/13.61.1/P-233)
996.8
-
121.5
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. (AR/YEIDA)
115.96
-
138.5
... More
Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.
-
-
-
... More
50 mm thick (DSR-2018/5.18.1/P-98)
241.2
-
1474.05
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
-
-
-
... More
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (DSR-2018/5.1.2/P-95)
107.09
-
7718.25
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : (Cast-in-Situ)
-
-
-
... More
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (DSR-2018/5.2.2/P-95)
24.14
-
9306
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-2018/5.9.1/P-96)
102.96
-
284.85
... More
Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR-2018/5.9.6/P-96)
624.06
-
733.7
... More
Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DSR-2018/5.9.16.1/P-96)
804
-
173.25
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-2018/5.9.5/P-96)
257.5
-
552.05
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DSR-2018/5.22.6/P-98)
12876.83
-
83.5
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