Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 May 2024
Closing Date22 Jul 2024
Tender Amount₹ 2,04,08,000
Costs
EMD
₹ 4,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134169_1Bid Award Id
ViewTender No
TN38022Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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in Km. 0/0 - 3/200
3190.8
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Cutting)
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in Km. 0/0 - 3/200
0.77
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
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in Km. 0/0 - 3/200
0.77
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Construction of subgrade 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 per Technical Specification Clause 303.1.( Carted Earth)
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in Km. 0/0 - 3/200
2393.57
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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Km : 0 / 0 - 1 / 0
224.35
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Km : 1/0-2/0
223.58
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Km : 2/0-3/0
224.35
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Km : 3/0-3/2
45
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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 static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II)
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Km : 0 / 0 - 1 / 0
290.56
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Km : 1/0-2/0
301.63
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Km : 2/0-3/0
290.42
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Km : 3/0-3/2
60.21
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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 static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III)
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Km : 0 / 0 - 1 / 0
290.56
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Km : 1/0-2/0
301.63
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Km : 2/0-3/0
290.42
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Km : 3/0-3/2
60.21
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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
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in Km. 0/0 - 3/200
12570.86
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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 surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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in Km. 0/0 - 3/200
12616.25
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Mix Seal Surfacing (Plastic Waste)
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Providing, laying and rolling of close-graded premix surfacing material of 25 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
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Km : 0 / 0 - 1 / 0
3885.03
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Km : 1/0-2/0
4045.32
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Km : 2/0-3/0
3883.16
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Km : 3/0-3/2
802.74
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Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
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Km : 0 / 0 - 1 / 0
11.25
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Km : 1/0-2/0
22.5
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Km : 2/0-3/0
22.5
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Km : 3/0-3/2
11.25
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Constuction of 1.5 m RCC Slab culvert - 2 Nos
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Culvert @ Ch. 1837
51.61
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Culvert @ Ch. 2400
51.61
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Culvert @ Ch. 1837
9.38
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Culvert @ Ch. 2400
9.38
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Cement concrete 1 : 2 : 4 mix using 40mm down graded HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill Level )
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Culvert @ Ch. 1837
29.93
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Culvert @ Ch. 2400
29.93
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Cement concrete 1 : 2 : 4 mix using 40mm down graded HBG metal including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill Level )
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Culvert @ Ch. 1837
33.93
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Culvert @ Ch. 2400
33.93
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Cement concrete 1 : 2 : 4 mix using 40mm down graded HBG metal including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill Level )
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Culvert @ Ch. 1837
3.36
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Culvert @ Ch. 2400
3.36
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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Culvert @ Ch. 1837
3.31
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Culvert @ Ch. 2400
3.31
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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Culvert @ Ch. 1837
0.35
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Culvert @ Ch. 2400
0.35
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch. 1837
15
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Culvert @ Ch. 2400
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch. 1837
4.5
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Culvert @ Ch. 2400
4.5
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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
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Culvert @ Ch. 1837
12
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Culvert @ Ch. 2400
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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Culvert @ Ch. 1837
5.26
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Culvert @ Ch. 2400
5.26
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Constuction of 2.0 m RCC Slab culvert - 1 Nos
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Culvert @ Ch. 1485
51.61
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Culvert @ Ch. 1485
9.38
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Culvert @ Ch. 1485
29.93
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Culvert @ Ch. 1485
33.08
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Culvert @ Ch. 1485
3.54
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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Culvert @ Ch. 1485
4.68
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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Culvert @ Ch. 1485
0.45
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch. 1485
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch. 1485
4.5
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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
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Culvert @ Ch. 1485
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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Culvert @ Ch. 1485
5.26
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Dismantling of CD Works (Culvert @ Ch.1485, 1837, 2400)
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
37.2
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
1.16
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202., Reinforced Cement Concrete
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Deck Slab concrete of RCC Slab Culvert @ Ch.1485, 1837, 2400
6.3
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Provision for Protective works (Km : 1 / 0 - 2 / 0)
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Km : 1 / 0 - 2 / 0
92.4
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Km : 1 / 0 - 2 / 0
16.8
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Cement concrete 1 : 2 : 4 mix using 40mm down graded HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill Level )
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Km : 1 / 0 - 2 / 0
57.54
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Cement concrete 1 : 2 : 4 mix using 40mm down graded HBG metal including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill Level )
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Km : 1 / 0 - 2 / 0
108.04
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
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Km : 1 / 0 - 2 / 0
15.48
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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
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Km : 1 / 0 - 2 / 0
102
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801
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Logo board
3
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Sign board
28
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Citizen board
1
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Name board
1
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Manitanance board
1
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Kilometre Stones
3
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Hectametre Stones
13
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Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to berectified by the contractor at his own cost
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For the First Year from the date of
completion of work
3.2
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For the Second Year from the date of
completion of work
3.2
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For the Third Year from the date of
completion of work
3.2
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For the Fourth Year from the date of
completion of work
3.2
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For the Fifth Year from the date of
completion of work
3.2
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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