Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date16 Jul 2018
Closing Date1 Aug 2018
Tender Amount₹ 5,64,34,000 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 11,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEAR_65991_1Bid Award Id
ViewTender No
RWD/DPIU-II/PMGSY/CT-NIT/06Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
SH: CD, Protection and Minor Bridge Works
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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,construction of shoring and bracing ,removal of stumps and other deliteriouses material and deposal upto a lead of 50m,dressing of side and bottom and back filling in trenches with excavated suitable materials.
3277.46
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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 1:2.5:5 ( Hand mixing).
145.1
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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
376.68
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(ii) Course rubble masonry ( 2nd sort) In 1:4cement morter
1204.22
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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).
114.28
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Providing and laying reinforced cement concrete in superstructure as per Drg. and technical specification clauses 800,1205.4,1205.5 For nominal mix 1:2:4(Hand mixing)
49.17
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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)
15.05
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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
499.35
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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
634
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M10)
115.56
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
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III) R.C.C. grade M 20
660.45
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Drainage spouts complete as per drawing and technical specification clause 1209.
16
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
37.96
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Providing and laying of an elastometri slab expansion joint complete as per approved drawing and approved specification to be installed by manufacture/supplier or their authorised representative ensuring compliance to the manufacture's.
12
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping /laying in SWG wire mesh of 10 cm x 10 cm (woven diagonally) 4 mm dia i/c lying properly the mesh by cutting the mouth and
170.1
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SH: 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.
3000
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SUB-HEAD:- EARTHEN SHOULDER
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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
1276.76
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Granular Sub-base with Well Graded Material (Table 400.1)
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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.
4317.18
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SUB-HEAD:- WBM Grading-III
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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
1477.08
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Prime Coat (Medium porosity)
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Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface granular base i/c cleaning of road surface and spraying primer @ 0.70 - 1.00 kg/sqm using mechanical means as per technical specification clause 502.
19694.4
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Tack Coat
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Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor @ 0.20 to 0.25 kg/sqm on the prepared bituminus surface cleaned with hydraulic broom as per technical specification clause 503.
19694.4
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20 mm thick open graded primix carpet using bitumineous binder.
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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.
19694.4
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Seal Coat
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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
19694.4
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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 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
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.
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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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Kilometre Stone
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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
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i) 5th Kilometre Stone (precast)
2
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ii) Ordinary Kilometer Stone (Precast)
5
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SUB -HEAD : -SETTING OUT
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Providing and fitting/fixing of Bamboo batter peg with Bamboo (1st Class) 85 mm - 100 mm dia, 2.0 m long including driving the peg upto 60 cm. depth and marking with paint, sharpening the bottom portion and maintaining the lines etc. complete.
600
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Construction of reference/Back pillars as per Fig 1600.1 (b) as per drawing and techinical specification Clause1602.1
45
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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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