Andhra Pradesh Disaster Recovery Project Tender
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Andhra Pradesh Disaster Recovery Project Tender
Eprocure
Opening Date16 Mar 2019
Closing Date15 Apr 2019
Tender Amount₹ 2,96,00,000
Costs
EMD
₹ 3,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_APDRP_455519_1Bid Award Id
ViewTender No
191 APPRAPDRPRRCSPRED 2017-18 dt.12.02.18Tender 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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BOQ Items
Road-2
1470
-
-
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 contractors profit,Over head charges, GST and Seignaorage charges etc complete
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-
-
Road-1
11414.64
-
-
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 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete.
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-
-
Road-1
6539.17
-
-
Road-2
7962
-
-
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 contractors profit,Over head charges, GST and Seignaorage charges etc complete
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-
Road-1
15609
-
-
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including overhead and contractor profit ,GST and Seignorage charges etc, complete for finished item of work.
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-
Road-1
2341.36
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-
Road-2
393.75
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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 contractors profit,Over head charges, GST and Seignaorage charges etc complete
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-
Road-1
2186.51
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-
Road-2
421.89
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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 Technical Specification Clause 406 MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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-
Road-1
1683.81
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-
Road-2
395.64
-
-
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 0.70-1.0 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-1
11225.4
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-
Road-2
2637.6
-
-
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 MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete for Tack Coat
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-
Road-1
12102.9
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-
Road-2
2637.6
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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 MORD specification clause No. 509 complete in all respects including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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-
-
Road-1
302.57
-
-
Road-2
65.95
-
-
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 1501 MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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-
-
Road-1
415.45
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-
Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800,900 and 1404.2.2 MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete -
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-
-
Road-1
111
-
-
Road-2
-
-
-
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including overhead and contractor profit ,GST and Seignorage charges etc, complete for finished item of work.
-
-
-
Road-1
2388.75
-
-
Extension of 2 mts Single vent slab Culvert - 1 No
-
-
-
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 contractors profit,Over head charges, GST and Seignaorage charges etc complete
-
-
-
Road-1
21.85
-
-
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 overhead charges & Contractors profit, GST and seigniorage charges etc., complete For levelling course
-
-
-
Road-1
2.3
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-
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807 and 900 MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete For Head walls of pipe culverts & footings of slab culverts
-
-
-
Road-1
9.32
-
-
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete For Abutments & wing walls of slab culvert, Retaining walls
-
-
-
Road-1
27.41
-
-
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 overhead charges & Contractors profit, GST and seigniorage charges etc., complete (upto 5m height)
-
-
-
Road-1
0.64
-
-
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 overhead and contractor profit ,GST and Seignorage charges for deck slab
-
-
-
Road-1
1.01
-
-
Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800,900 and 1404.2.2 MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete -
-
-
-
Road-1
0.38
-
-
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110mm dia 6Kg/sqm pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawin. including overhead and contractor profit ,GST and Seignorage charges
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-
-
Road-1
12
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-
Cost, supply and fixing of Bituminous Mastic pad 12.7 mm including cost and conveyance and all labour charges etc., complete. including overhead and contractor profit ,GST and Seignorage charges
-
-
-
Road-1
0.72
-
-
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 overhead and contractor profit ,GST and Seignorage charges
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-
-
Road-1
0.25
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-
2 mts Single vent slab Culvert - 2 No
-
-
-
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 contractors profit,Over head charges, GST and Seignaorage charges etc complete
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-
-
Road-1
-
-
-
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 overhead charges & Contractors profit, GST and seigniorage charges etc., complete For levelling course
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-
-
Road-1
-
-
-
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807 and 900 MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete For Head walls of pipe culverts & footings of slab culverts
-
-
-
Road-1
-
-
-
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete For Abutments & wing walls of slab culvert, Retaining walls
-
-
-
Road-1
-
-
-
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 overhead charges & Contractors profit, GST and seigniorage charges etc., complete (upto 5m height)
-
-
-
Road-1
-
-
-
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 overhead and contractor profit ,GST and Seignorage charges for deck slab
-
-
-
Road-1
-
-
-
Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800,900 and 1404.2.2 MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete -
-
-
-
Road-1
-
-
-
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110mm dia 6Kg/sqm pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawin. including overhead and contractor profit ,GST and Seignorage charges
-
-
-
Road-1
-
-
-
Cost, supply and fixing of Bituminous Mastic pad 12.7 mm including cost and conveyance and all labour charges etc., complete. including overhead and contractor profit ,GST and Seignorage charges
-
-
-
Road-1
-
-
-
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 overhead and contractor profit ,GST and Seignorage charges
-
-
-
Road-1
-
-
-
1000mm dia RCC pipe culverts
-
-
-
Earthwork in excavation for structures in ordinary soils 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 up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead and contractor profit ,GST and Seignorage charges
-
-
-
Road-1
-
-
-
Road-2
44.8
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-
Filling in foundation trenches with sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead and contractor profit ,GST and Seignorage charges etc., complete for finished item of work.
-
-
-
Road-1
-
-
-
Road-2
4.5
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-
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead and contractor profit ,GST and Seignorage charges for Leveling Coarse
-
-
-
Road-1
-
-
-
Road-2
5.72
-
-
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 overhead and contractor profit ,GST and Seignorage charges for abutments and wing walls
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-
-
Road-1
-
-
-
Road-2
21.1
-
-
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 1106 MORD , including overhead and contractor profit ,GST and Seignorage charges for finished item of work for 1000 mm dia RCC pipes
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-
-
Road-1
-
-
-
Road-2
10
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-
Retaining wall
-
-
-
Earthwork in excavation for structures in ordinary soils 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 up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead and contractor profit ,GST and Seignorage charges
-
-
-
Road-1
631.44
-
-
Road-2
72
-
-
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead and contractor profit ,GST and Seignorage charges for Leveling Coarse
-
-
-
Road-1
157.86
-
-
Road-2
18
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-
Providing concrete for plain concrete M15 ( Desigen 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 overhead and contractor profit ,GST and Seignorage charges for Foundations.
-
-
-
Road-1
526.5
-
-
Road-2
71.4
-
-
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia 6kg/sqm PVC 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, 1204.3.7 MORD / 2706 & 2200 MORTH. including overhead and contractor profit ,GST and Seignorage charges
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-
-
Road-1
240
-
-
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, 1204.3.7 MORD / 2706 & 2200 MORTH. including overhead and contractor profit ,GST and Seignorage charges
-
-
-
Road-2
23
-
-
Cost, supply and fixing of Bituminous Mastic pad 12.7 mm including cost and conveyance and all labour charges etc., complete. including overhead and contractor profit ,GST and Seignorage charges
-
-
-
Road-1
18.43
-
-
Road-2
3.38
-
-
Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit,Over head charges, GST and Seignaorage charges etc complete
-
-
-
Road-1
200
-
-
CC Drain
-
-
-
Earthwork in excavation for structures in ordinary soils 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 up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead and contractor profit ,GST and Seignorage charges
-
-
-
Road-1
315
-
-
Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH , including overhead and contractor profit ,GST and Seignorage charges etc.,complete for foundations.
-
-
-
Road-1
78.75
-
-
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead and contractor profit ,GST and Seignorage charges for Leveling Coarse
-
-
-
Road-1
78.75
-
-
Providing concrete for plain concrete M15 ( Desigen 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 overhead and contractor profit ,GST and Seignorage charges for Foundations.
-
-
-
Road-1
105
-
-
ROAD SAFETY INTERVENTIONS
-
-
-
Reinforced cement concrete M15 grade precasted 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).
-
-
-
Road-1
5
-
-
Road-2
2
-
-
Reinforced cement concrete M15 grade precasted Hectometer 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).
-
-
-
Road-1
16
-
-
Road-2
4
-
-
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron Post 75mmx75mmx6mm firmly fixed to the ground by means of foundation with M15 CC 450mmx450mmx600mm, 600mm below ground level as per specification clause 1701 MORD including overhead and contractor profit ,GST and Seignorage charges for equilatoral traingle of size 600mm
-
-
-
Road-1
32
-
-
Road-2
4
-
-
Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two numbers 47mmX47mmX12SWG sheet tube 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, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including overhead and contractor profit ,GST and Seignorage charges Main informatory Board of size 1500 x1200
-
-
-
Road-1
1.8
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-
Providing and erecting direction and place identification of information board of size boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two numbers 47mmX47mmX12SWG sheet tube 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, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge.board of sixe 1500mmx900mm including all charges
-
-
-
Road-2
1
-
-
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two numbers 47mmX47mmX12SWG sheet tube 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 i including overhead and contractor profit ,GST and Seignorage charges Village Boards of size 900x600 mm
-
-
-
Road-1
2.16
-
-
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two numbers 47mmX47mmX12SWG sheet tube 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 i including overhead and contractor profit ,GST and Seignorage charges Village Boards of size 900x600 mm
-
-
-
Road-2
1
-
-
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width including overhead and contractor profit ,GST and Seignorage charges
-
-
-
Road-1
840
-
-
Road-2
140
-
-
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