Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date28 Sep 2023
Closing Date13 Oct 2023
Tender Amount₹ 9,19,61,291
Costs
EMD
₹ 9,20,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Summary
Mrl04 Nh13 To Hari Via Megyang,bolya, Hagio And Siyapiro
Description
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Contact
Tender Id
2023_CEAR_128367_1Bid Award Id
ViewTender No
AR0602740Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Construction of granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
1050
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WBM 3 for base course ( 75 mm thick)
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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 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
2050.31
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Prime coat
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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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
19462.5
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Tack coat
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. per Technical Specification Clause 502.
19462.5
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Mix Seal Surface
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Providing,laying and rolling of close-graded premix surfacing material 20mm thickess 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 By Mechanical Means
19462.5
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Interlocking Concrete Block Pavement
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Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
10875
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CC strip
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Providing and laying at or near ground level factory made kerb stone of M-25grade cement concrete in position to the required line, level and curvature, jointedwith cement mortar 1:3 (1 cement: 3 coarse sand), including making joints withor without grooves (thickness of joints except at sharp curve shall not to morethan 5mm), including making drainage opening wherever required complete etc.as per direction of Engineer-in-charge (length of finished kerb edging shall bemeasured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-
charge).
5000
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Cell filled concrete pavement
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Construction of plastic cell filled cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.4 M30 (Grade). Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum capacity and appropeiate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the fomwork as per drawing), spreading the concrete with sholvels, rakes, conpacted using needle, screed an plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required.
975
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RCC SLAB CULVERT
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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 excavated suitable material.Ordinary soil Upto 3 m depth
110.24
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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 I. P.C.C grade M 10 Nominal mix
1:3.6
12.5
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:4 cement mortar
96.26
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:5 cement mortar
46.8
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 With Sandy material
10.64
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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 and technical specification Clauses 614, 709, 1204.3.7
72
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 and 1204.PCC M20 Nominal mix 1:2:4.
14.26
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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
19.2
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical
specifications Clauses 1002, 1010 and 1202
0.56
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Pucca Side Drain
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Earth work in excavattion for foundation of structure as per drawing and technical specification clause 307 i/c setting out construction of shoring and bracing deleterious matter, dressing of sides and bottom and backfilling with approve materials(By manual means)
427.5
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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. M10
114
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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. M15
134.52
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Plastering with cement mortar 1:4
1181.8
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Protection wall
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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 excavated suitable material. i) Ordinary soil upto 3m depth
222
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Providing concrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203.(1:3:6)
53.28
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (II) Coursed rubble masonry (2nd sort), (ii) In 1:4 cement mortar
1153.11
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 .(M20) For nominal mix 1:2:4 (Hand mixed)
42.18
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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
177.6
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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 and technical specification Clauses 614, 709, 1204.3.7
296
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Road Furniture
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Providing and Fixing PMGSY Logo Board
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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.
3
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Providing and Fixing Title information Board of PMGSY
Project(RCC)
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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.
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Providing and Fixing Citizen information Board of PMGSY
Project(RCC)"A"
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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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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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Road ahead closed
12
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Men at work
12
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Stop
12
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Slow
12
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Semi Reflective Traffic Signs
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Providing and fixing of semi reflective cautionary, mandatory and informatory
sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white
colour in front and gray colour on back with red reflective border of 65 mm
width and required letters and figures with reflective tape engineering grade as
per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour
supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to
the ground by mean of properly designed foundations with M-15 grade
cement concrete 450x450x600 mm, 600 mm below ground level as per
approved drawing Clause 1701.2.2
12
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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. i) Ordinary Kilometer Stone (Precast)
12
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Road Marking
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing andlaying of hot applied thermoplastic compound 2.5 thick including reflectorisingglassbeads@ 250 gms per sqm area, thickness of 2.5 mm isexclusive of surface applied glass beads as per IRC:35 .The finished surfaceto be level, uniform and free from streaks and holes.)
2243.34
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Railing
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500,centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
15
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SH: Routine Maintenance cost inclusive of GST
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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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GST
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Add GST @ 18% for construction cost only
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