Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date9 Sep 2024
Closing Date24 Sep 2024
Tender AmountRefer Documents 
Notes
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Costs

Summary

Construction Of Road From Mrl04-nechipu Seppa Brtf Road To Nechowa

Description

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BOQ Items

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(ii) Ordinary rock (not requiring blasting)

246.4

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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)

128.44

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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

175.84

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(ii) Course rubble masonry ( 2nd sort) In 1:4 cement morter

803.23

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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)

15.36

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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.

28.25

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Supplying fitting,and placing HYSD bar reinforcement in superstructure as per drawing and technical specification Clauses 1002,1010 and 1202

1.12

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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.

5.36

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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

20.68

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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

470

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Granular Sub-base with Well Graded Material (Table 400.1) (i) Using naturally occuring gravels

2726.1

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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

1582.25

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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).

20719.25

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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.

20719.25

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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

20719.25

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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

627.12

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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.

20

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ii) Pucca Side Drain V Shape

150

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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.

5.3

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iv)Reference Pillar

5.3

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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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