Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date9 Sep 2024
Closing Date24 Sep 2024
Tender AmountRefer Documents
Costs
EMD
₹ 9,04,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From 85 Km Point Of Nechipu-seppa Brtf Road To Fengche
Description
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Contact
Tender Id
2024_CEAR_136246_1Tender No
AR0302033Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
(ii) Ordinary rock (not requiring blasting)
308
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Providing concrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203. PCC grade M15 1:3:6(Hand Mixing)
164.6
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Stone masonry work in cement morter in foundation complete excluding pointing and plaster as per drawing and technical specifications and clauses 702,704,1202and 1203.(i) Course rubble masonry ( 1st sort) In 1:4 cement morter
219.8
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(ii) Course rubble masonry ( 2nd sort) In 1:4 cement morter
1054.05
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Pvdg and laying reinforced cement concrete in super structure as per drawing and specification clause -800 , 1205.4 & 1205.5 RCC M 25 (1:1.5:3)
19.2
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Providing and laying concrete for plain/reinforced cement concrete in Superstructure as per drawing and technical specifications Clause-800,1205.4,1205.5 (1:2:4) hand mixing.
37.29
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Supplying fitting,and placing HYSD bar reinforcement in superstructure as per drawing and technical specification Clauses 1002,1010 and 1202
1.4
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Providing and laying reinforced cement concrete in Substructure as per drawing and technical specifications clauses 800,1205.4,1205.5 1:2.5:5(Hand Mixing) Abutment Capping.
6.7
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Back filing behind the Abutment, wing wall and return wall complete as per drawing and technical specifications ,clause 1204.3.8
25.85
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Providing weepholes 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
292
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Granular Sub-base with Well Graded Material (Table 400.1) (i) Using naturally occuring gravels
827.99
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the intersties of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405
1546.83
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Providing and applying of prime coat with bitumen emulsion(SS-1) on prepared surface of granular base i/c clearing of base surface and spraying emulsion at the rate of 1.2 - 1.5 kg per sqm. using mechanical means as per technical specification clause 502 (high porosity).
20249.38
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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 per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
20249.38
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
20249.38
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Construction of earthen shoulder with approved material obtained from borrow pit with all lifts and leads transforting to site spreading grading to required slopes and compacted to meet requirements
1204.92
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Construction of CRM side drain 15cm thick both side wall height 0.32cm in 1:4 CM with hardstone, cc base in M10(cc 1:3:6) 15cm thick i/c inside pointing in cement morter 1:4 i/c earthwork complete as per drawing and direction of engineer incharge. i)Pucca Side Drain U Shape.
750
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ii) Pucca Side Drain V Shape
400
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Providing and Fixing PMGSY Logo Board at starting point Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
4
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Providing and Fixing Title information Board of PMGSY Project(RCC). Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint
1
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Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A" Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
2
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
18
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001. Diversion one km ahead
2
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Road ahead closed
2
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Men at Work
4
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Road closed
2
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Stop
2
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Slow
2
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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. i) 5th kilometre Stone(Precast)
2
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ii) Ordinary kilometre Stone(Precast)
5
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iii) 1 km reference banchmark and working benchmark.
5.2
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iv)Reference Pillar
5.2
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Referance pillar/Back Pillar/Banchmark/job pillar as per drawing and specification.
400
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Routine Maintenance
-
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First Year
-
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Second Year
-
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Third Year
-
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Fourth Year
-
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Fifth Year
-
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GST
-
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Add GST @ 18%
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Evaluation Notes How It Works ?
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