Andhra Pradesh Disaster Recovery Project Tender
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Andhra Pradesh Disaster Recovery Project Tender
Eprocure
Opening Date5 Sep 2019
Closing Date5 Oct 2019
Tender Amount₹ 3,76,00,000
Costs
EMD
₹ 3,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No 93 Vsp Consists Of 2 Road Works With Estt Cost Rs 400.00 Lakhs
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
2019_APDRP_500341_1Bid Award Id
ViewTender No
194/AP/PR/APDRP/RRCS/PREDTender Authority
Andhra Pradesh Disaster Recovery Project ViewPurchaser Address
-Website
http://http://apsdma.ap.gov.in/view-apdrp
GEM & Bid Advisory Services
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Documents
BOQ Items
Road No.2
15680
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Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification 301.4. MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
21315
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Scarifying existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 305.4.3 of MORH including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
600
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Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification 2809 MORTH without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m, including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
2944
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per Technical Specification Clause 301.5 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
7870
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Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
3427.06
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Road No.2
2450
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machineryincluding cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
506
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Construction of granular sub-base by providing well graded material(Table 400.1-A) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
729.9
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Road No.2
2996.75
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
525.62
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Road No.2
2892.92
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) including contractors profit,Over head charges, GST and Seignaorage charges etc complete for Prime Coat
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Road No.1
2376
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Road No.2
18510
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORDincluding cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for Tack Coat
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Road No.1
2376
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-
Road No.2
18510
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-
Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent 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. 508 complete in all respects, including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
59.4
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Road No.2
462.76
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 900, 1501 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
372.94
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-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machineryincluding cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
871.88
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-
Road No.2
2906.25
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Construction of 4.00m span Slab culverts (4 Nos. In Road No.2)
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
408.52
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-
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, and 803 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling course
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Road No.2
40.04
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Providing concrete for plain concrete M15 ( Design mix) in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for body walls
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Road No.2
394.68
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-
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
15.08
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-
Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800,900 and 1401 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge. - For Super Structure (Deck slab)
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Road No.2
53.28
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Cost, supply and fixing of Bituminous Mastic pad 12.7 mm including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
22.2
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Sub Structures
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Road No.2
1000
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Super Structures
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Road No.2
6000
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Construction of 2.00m span Slab culvert ( 2 Nos. In Road No.2)
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
137.16
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-
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, and 803 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling course
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Road No.2
15.08
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-
Providing concrete for plain concrete M15 ( Design mix) in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for body walls
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Road No.2
121.18
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Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
7.08
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-
Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800,900 and 1401 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge. - For Super Structure (Deck slab)
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Road No.2
9.36
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-
Cost, supply and fixing of Bituminous Mastic pad 12.7 mm including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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-
Road No.2
7.2
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Super Structures
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Road No.2
1000
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Construction of 1000 mm dia RCC pipe culverts(2 Nos. In Road No.1 and 1 No. In Road No.2)
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305,1101.4 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
178.96
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-
Road No.2
44.74
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-
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803 and 900 MORD , including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling course
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Road No.1
16
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-
Road No.2
6.51
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-
Providing concrete for plain concrete M15 ( Design mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for Foundations.
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Road No.1
76.44
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Road No.2
24.79
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For 1000 mm Pipe Culverts
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Road No.1
15
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Road No.2
10
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 1916 of MoRD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
7.5
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Road No.2
-
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Construction of 600 mm dia RCC pipe culverts (2 Nos. In Road No.1 and 3 Nos. In Road No.2)
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305,1101.4 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
43.3
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-
Road No.2
64.95
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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803 and 900 MORD , including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling course
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Road No.1
3.96
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Road No.2
12.3
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Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807 and 900 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
22.28
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Road No.2
23.58
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101 MORD , including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For 600 mm dia Pipe Culverts
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Road No.1
15
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Road No.2
30
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 1916 of MoRD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
7.5
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Construction of Retaining Wall
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
180
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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, and 803 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling course
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Road No.2
45
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Providing concrete for plain concrete M15 ( Design mix) in sub structure using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for body walls
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Road No.2
206.25
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
58.5
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Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.2
180
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Construction of CC Drains with Cover Slabs
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305,1101.4 of MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
206.7
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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803 and 900 MORD , including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling course
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Road No.1
51.68
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Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807 and 900 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
89.57
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-
Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 800, 900 and 1401 MORD , including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge upto 5m height. - For Precasted Slabs
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Road No.1
29.7
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded , including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Foundation
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Road No.1
2435
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ROAD FURNITURE
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge (RBR-TSRA-13).-KM Stone
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Road No.1
3
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Road No.2
5
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Reinforced cement concrete M15 grade HM stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge (RBR-TSRA-13).-200 M HM Stone
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Road No.1
6
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Road No.2
20
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Providing & fixingng of retro-reflectorised cautionary mandatory & informatory sign boards as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.50 mm thick with reflective border of 65mm width & required letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of MoRD of required shade & colour supported on 2 inch Dia. GI Pipe firmly fixed to the ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing at required points i.e. village, turning, school etc.including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - Circular Boards
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Road No.2
6
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Providing & fixing of retro-reflectorised cautionary mandatory & informatory sign boards as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.50 mm thick with reflective border of 65mm width & required letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of MoRD of required shade & colour supported on 2 inch Dia. GI Pipe firmly fixed to the ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing at required points i.e. village, turning, school etc. including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge.- 600 mm Equilater Triangle Boards
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Road No.1
8
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Road No.2
6
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Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 2.0 mm thick with reflective border of 70 mm width & required letters & required message letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of as per MoRD specifications of required shade & colour supported on 2 inch Dia. GI Pipe of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge for APDRP Information board of size 1500mm x 900mm including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
1
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Road No.2
1
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Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.50 mm thick with reflective border of 70 mm width & required letters & required message letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of as per MoRD specifications of required shade & colour supported on 2 inch Dia. GI Pipe of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge for Village board of size 600mm x 600mm
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Road No.1
1
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Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick with reflective border of 70 mm width & required letters & required message letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of as per MoRD specifications of required shade & colour supported on 2 inch Dia. GI Pipe of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for Village board of size 600mm x 600mm
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Road No.2
3
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Providing & Laying of Hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35 the finished surface to be level, uniform and free from streaks and holes etc. complete for finished item of work. ( with all lift & lead ) including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
120
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Road No.2
992
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