Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date16 Jul 2018
Closing Date1 Aug 2018
Tender Amount₹ 12,46,87,000
Costs
EMD
₹ 24,94,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Domdila to Laching Bagang.
Description
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Contact
Tender Id
2018_CEAR_65989_1Bid Award Id
ViewTender No
RWD/DPIU-II/PMGSY/CT-NIT/05Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
CD and Protection Work
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CD and Protection Work. Earth work in excavation for structure as per drawing and technical specification clause 305.1 in all kinds of soil, ordinary rock,hard rock ( requiring blasting)-( blasting prohibited) and marshy soil including setting out,constr
6846.98
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Providing con802,803,1202 and 1203 crete for plain/reinforced concrete in open foundations as drawing and technical specifications clause PCC grade M15 1:2.5:5 (Hnd Mixing )
383.4
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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.
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I. Course rubble masonry ( 1st sort) In 1:4 cement morter
946.96
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Course rubble masonry ( 2nd sort) In 1:4 cement morter
4108.13
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Providing and laying reinforced cement concrete in super structure as per drawing and specification clause -800 , 1205.4 & 1205.5 ( RCC M25).
67.96
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Providing and laying reinforced cement concrete in superstructure as per Drg.and technical specification clause-800, 1205.4 & 1205.5 1:2:4 (Hand Mixing) Copping
145.34
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Supplying fitting and placing HYSD bar reinforcement(Fe415) in superstructure complete as per drawing and technical specification.Clause -1002,1010 &1202 (as per RRM plate No. 7.08)
7.22
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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 Granular materials
317.4
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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
1602
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Providing cocrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203.(PCC M-10,1:3:6)
197.38
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Sub-Head:- CRM side drain
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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.
7000
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GranularSub-Base with Well Graded Material (Table 400.1)
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Construction of sub-grade 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
3144.12
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By Mix in place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Clayse 401.4 as per Technical Specification Clause 408. (i)Using naturally occuring gravel
10528.68
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WBM-III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Manual means
3597.71
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PMC: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 0.9-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. High Porosity
47969.4
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Tack Coat:Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
47969.4
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Manual Means, Bitumen (S-90)
47969.4
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. By Manual Means ,T ype A , Bitumen (S-90)
47969.4
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Item : Road Furniture
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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.
1
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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.
1
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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
1
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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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Kilometre Stone: 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)
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i)5th Kilometre Stone (precast)
3
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ii)Ordinary Kilometer Stone (Precast)
13
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone,approch transition zone,working zone and terminal transition zone with a minimum distance of 2-3 from the edge of the carriage w a.) Men at work.
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a) Diversion one km ahead
2
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b)Road ahead closed
2
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c) Men at work
4
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d)Road closed
2
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e) Stop
2
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f)Slow
2
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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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Fouth Year
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Fifth Year
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Evaluation Notes How It Works ?
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