National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date21 Feb 2020
Closing Date20 Apr 2020
Tender AmountRefer Documents
Costs
EMD
₹ 3,64,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_HWAY_158851_1Bid Award Id
ViewTender No
TN No 18 2019-20 SDO Dt 19.02.2020Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Dismantling the existing Plain Cement Concrete and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
94.5
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Dismantling the existing RR Masonry in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
11
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Providing and laying of Carted earth including cost and conveyance of the same to work site with an average lead of 5 Km including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete as directed by the departmental officers for formation of Approach Road.
-
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95 % Compaction
2037.5
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97 % Compaction
1003.5
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Granular Sub-base with Graded Material (Table:-400-1)-Plant Mix Method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers of 250mm thick with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification for grading-V Material.
1149
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Providing and laying, spreading and compacting graded stone aggregates to Wet mix macadam specification including premixing the materials with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base course on well prepared surface and compacting with Vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MORTH Rev-5.
1436.5
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Providing and laying Prime Coat over WMM surface using 7 Kgs of Emulsion Bitumen (SS I) for 10sqm for preparatory to another Bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5.
5745
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Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5kgs Bitumen Emulsion (RS I) for 10m2 for preparatory to another Bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.
5745
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Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kg of VG30 bitumen for premixing per 10sqm including coat and conveyance of all materials to CMP site including heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 tones capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 504 of MORTH rev-5.
287.5
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Providing and laying Bituminous concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26 cum of 2.36mm and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 507 of MORTH rev-5.
172.5
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Earthwork excavation in all classes of soil on depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Foundation of Piers.
398
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Earthwork excavation in rock not requiring blasting (Weathered rock, SDR, Kankar and Soft Rock) and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Foundation of Abutments & Piers.
1013
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Earthwork excavation in rock requiring blasting (Hard Rock) and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Foundation of Abutments & Piers.
322
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Benching hard rock upto an average 10 cm depth including labour etc., complete as per relavent standard specification.
193.2
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Providing Fe-500D grade 25mm dowel bars including cost and conveyance of all materials to site drilling 40mm holes in rock and grouting the same with cm 1:2 after placing the 25mm dowel bars etc., complete in Foundation of Abutments & Piers.
160
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Vibrated Plain Cement Concrete of Grade M-10, Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE BELOW FOOTING UNDER ABUTMENT & PIERS.
45
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-
Vibrated Cement Concrete of Grade M-35, (Design mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE BELOW FOOTING UNDER ABUTMENT & PIERS.
20
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-
Vibrated Reinforced Cement Concrete of grade M35 Design Mix using 20mm ISS size hard granite broken graded metal including Cost and Conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, Tools and Plants including all other incidental charges etc., complete as per relevant standard specifications, for FOOTINGS UNDER ABUTMENTS RETURN WALLS.
357
-
-
Vibrated Reinforced Cement Concrete of grade M35 Design Mix using 20mm ISS size hard granite broken graded metal including Cost and Conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, Tools and Plants including all other incidental charges etc., complete as per relevant standard specifications, for FOOTINGS UNDER PIERS.
446
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-
Vibrated Plain Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40 mm ISS size HBG metal including Cost and Conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification etc., for FILLING THE TRENCHES AROUND THE FOOTINGS FOR 0.6m IN HARD ROCK.
5
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-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS size hard granite broken graded metal including Cost and Conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, Tools and Plants including all other incidental charges etc., complete as per relevant standard specifications, for FOR ABUTMENTS AND RETURN WALLS SUBSTRUCTURE.
256
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-
Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.
20
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-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS size hard granite broken graded metal including Cost and Conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, Tools and Plants including all other incidental charges etc., complete as per relevant standard specifications, for FOR PIERS.
105
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-
Vibrated Reinforced Cement Concrete of grade M35 Design mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for CAPPING BEAM OVER PIERS.
156
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-
Supply and fixing of Elastomeric bearing of size 500x300x80mm including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications.
672000
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS size hard granite broken graded metal including Cost and Conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, Tools and Plants including all other incidental charges etc., complete as per relevant standard specifications, for T-BEAMS AND CROSS BEAMS.
336
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-
Vibrated Reinforced Cement Concrete of grade M35 Design mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB, KERBS & SAFETY KERBS.
488
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Vibrated Reinforced Cement Concrete of grade M40, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for CRASH BARRIER OVER DECK SLAB.
81
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-
Providing and fixing of GI drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
42
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-
Vibrated Plain Cement Concrete of grade M15, Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specification for PARAPET OVER RETURN WALLS.
8
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Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works-IV Revision; 2001 Published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications.
103.6
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Vibrated Plain Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing, transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB & RAMP AND FOOTPATH RAMP.
17
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-
Vibrated Reinforced cement concrete of grade M30 design mix using 20mm ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel and including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chages etc., complete for Approach Slab.
27
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-
Vibrated cement Concrete of grade M30 design mix using 65% of 25mm, 25% of 12mm and 10% of 6mm IRC size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.
1438
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-
Providing and fixing PVC seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill.
228
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-
Supply and fixing of High Quality of PVC pipes of 150mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
821.52
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-
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
171
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-
Filling behind Abutmants and Return walls with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete.
457
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-
Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete.
262
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-
Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete FOR MESH REINFORCEMENT.
10
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-
Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS. (Retaining wall - 3m Height, 4m Height, 5m Height and RCC Retaining wall - 6.5m Height)
601.3
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-
Plain Cement Concrete of Grade M-10, Nomional Mix, 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE. (RCC Retaining wall - 6.5m Height)
12.9
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-
Vibrated Reinforced Cement Concrete of grade M35, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RETAINING WALL (BELOW GROUND LEVEL) (RCC Retaining wall - 6.5m Height)
104.8
-
-
Vibrated Reinforced Cement Concrete of grade M35, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RETAINING WALL (ABOVE GROUND LEVEL) (RCC Retaining wall - 6.5m Height)
72.8
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-
Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete for Retaining wall. (RCC Retaining wall - 6.5m Height)
9.8
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-
Vibrated Cement Concrete of Grade M-20, Nomional Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS. (Retaining wall - 3m Height, 4m Height & 5m Height)
128.72
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Vibrated Cement Concrete of Grade M-20, Nomional Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for STEM OF RETAINING WALLS. (Retaining wall - 3m Height, 4m Height & 5m Height)
450.12
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Providing and fixing PVC seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill for Retaining wall. (Retaining wall - 3m Height, 4m Height, 5m Height and RCC Retaining wall - 6.5m Height)
264
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-
Providing M-sand bags for COFFERDAM to divert the river flow away from working space of construction of foundation, substructure, superstructure of the bridge including cost and conveyance of earth, earth bags, earth(Impervious material) to be supplied by the Contractor including filling, all leads, lifts and stacking the earth bags in position as shown in the drawing(or)as directed by the Engineer including all tools and plants including all other incidental charges etc., complete.
253
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-
Providing and laying of hot applied thermoplastic cmpound 2.5mm thick including reflectorising glass beeds at 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35, the finished surface to be level, uniform anf free from streaks and holes etc., complete.
283.5
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Providing and fixing Reflective road studs of category 'A' raised Pavement Markers made out of poly carbonate / ABS Moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values confirming to ASTM F 4280. The reflective raised pavement markers shall also confirm to MORTH circular No RW/NH 33023/10/ 97 DO III Dt:11.06.97 and the length, height and width of the shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in table 2 of said MORT &H Circular. The strength of detachment of the integrated Cylinderical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30 + /- 2mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks to o inside, without nails and using epoxy resin based adhesive as per manufacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 kg tested in acordance with ASTM D 4280 and confirming to IRC 35-2015 guideliness and MORT&H specification 804 etc., Complete.
512
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-
Supplying and installation of delineators (Road way indicators, hazard makers, object makers), 80 to 100cm above ground level painted black and white in 15cm, vide strips, fitted with 80 x 100mm, rectangular or 75mm dia ciruclar reflectorised panels at the top, buried or pressed into the ground and conforming to IRC 79:79 etc, complete
18
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-
Direction and Place identification signs-Type-IV Providing and erecting direction and place identification Retro Refectorised signs made out of Cube corner Micro Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear hieght of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade retro-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro reflective sheeting shall be covered and under 10 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801) (For location of blackspot, curve, sharp bend, junction, ghat roads, and critical zone application)
(For sign having area more than 0.9 sqm)
6.48
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Retro Reflectorised Traffic signs (Without definition board) Type-IV Providing and erecting of Retro Refectorised Retro Refectorised Cautionary, mandatory and informatory sign (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear hieght of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity retro-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered and under 7 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801) (For 60cm equilateral triangle)
10
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-
Hazard Marker Traffic Signs - Type - IV
Providing and fixing of Retro Refectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm and 0.60m below ground level. The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity retro-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered and under 7 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801)
4
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-
Providing and fixing Rigid Median Marker double sided made of tough, high impact resistant, injection-moulded, thermoplastic body with and isolates trapezoidal structure of length, width and height not less than 15cm, 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for moulding the Median Marker shall have a minimum Notched Izod Impact strength value J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70 % of this value when subjected to accelerated weathering for 1000hrs as per ASTM G 155 or UL 746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluoresent yellow color retro-refelctive sheeting of size not less than 8.5cm x 8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67-2012 and ASTM D4956-09 type-XI specifications reflectively values. The retro-reflective sheeting shall be both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc., The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.
20
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-
Calculation of SubTotal, GST and Total carried out by system automatically
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Sub Total Amount for above all items
1
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GST 12% for the above SubTotal Amount
1
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Total in Figures (SubTotal + GST)
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Evaluation Notes How It Works ?
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