Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 May 2024
Closing Date22 Jul 2024
Tender Amount₹ 4,62,04,000
Costs
EMD
₹ 9,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134305_1Bid Award Id
ViewTender No
TN38014Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
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)
-
-
-
in Km. 0/0 - 1/0
322.17
-
-
in Km. 1/0 - 2/0
343.09
-
-
in Km. 2/0 - 3/0
181.67
-
-
in Km. 3/0 - 4/0
101.25
-
-
in Km. 4/0 - 5/0
162.78
-
-
in Km. 5/0 - 6/0
348.85
-
-
in Km. 6/0 - 6/350
148.77
-
-
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)
-
-
-
in Km. 0/0 - 1/0
322.17
-
-
in Km. 1/0 - 2/0
343.09
-
-
in Km. 2/0 - 3/0
181.67
-
-
in Km. 3/0 - 4/0
101.25
-
-
in Km. 4/0 - 5/0
162.78
-
-
in Km. 5/0 - 6/0
348.85
-
-
in Km. 6/0 - 6/350
148.77
-
-
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)
-
-
-
in Km. 0/0 - 1/0
823.66
-
-
in Km. 1/0 - 2/0
804.47
-
-
in Km. 2/0 - 3/0
617.67
-
-
in Km. 3/0 - 4/0
525.05
-
-
in Km. 4/0 - 5/0
466.81
-
-
in Km. 5/0 - 6/0
765.31
-
-
in Km. 6/0 - 6/350
296.47
-
-
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)
-
-
-
Km : 0 / 0 - 1 / 0
333.14
-
-
in Km. 1/0 - 2/0
337.5
-
-
in Km. 2/0 - 3/0
265.64
-
-
in Km. 3/0 - 4/0
335.54
-
-
in Km. 4/0 - 5/0
325.78
-
-
in Km. 5/00 - 6/0
335.54
-
-
in Km. 6/00 - 6/350
117.15
-
-
Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using Stone Dust obtained from quarry 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.( subgrade using Gravel to improve CBR 7 to 9))
-
-
-
in Km. 0/0 - 1/0
228.88
-
-
in Km. 1/0 - 2/0
221.14
-
-
in Km. 2/0 - 2/250, 2/370-2/430, 2/460-2/500, 2/560-3/0
181.03
-
-
in Km. 3/0 - 4/0
210.71
-
-
in Km. 4/0 - 5/0
216.8
-
-
in Km. 5/00 - 6/0
242.59
-
-
in Km. 6/00 - 6/350
79.53
-
-
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 Vibratory roller to achieve the desired density. Grading III
-
-
-
Km : 0 / 0 - 1 / 0
143.05
-
-
in Km. 1/0 - 2/0
138.21
-
-
in Km. 2/0 - 3/0
113.15
-
-
in Km. 3/0 - 4/0
131.7
-
-
in Km. 4/0 - 5/0
135.5
-
-
in Km. 5/00 - 6/0
151.62
-
-
in Km. 6/00 - 6/350
49.71
-
-
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)
-
-
-
in Km. 0/0 - 1/0
287.69
-
-
in Km. 1/0 - 2/0
285.43
-
-
in Km. 2/0 - 2/250, 2/370-2/430, 2/460-2/500, 2/560-3/0
224.68
-
-
in Km. 3/0 - 4/0
280.33
-
-
in Km. 4/0 - 5/0
276.76
-
-
in Km. 5/00 - 6/0
292.32
-
-
in Km. 6/00 - 6/350
100.11
-
-
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)
-
-
-
Km : 0 / 0 - 1 / 0
287.69
-
-
in Km. 1/0 - 2/0
285.43
-
-
in Km. 2/0 - 3/0
224.68
-
-
in Km. 3/0 - 4/0
280.33
-
-
in Km. 4/0 - 5/0
276.76
-
-
in Km. 5/00 - 6/0
292.32
-
-
in Km. 6/00 - 6/350
100.11
-
-
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
-
-
-
in Km. 0/0 - 1/0
3835.82
-
-
in Km. 1/0 - 2/0
3805.71
-
-
in Km. 2/0 - 2/250, 2/370-2/430, 2/460-2/500, 2/560-3/0
2995.78
-
-
in Km. 3/0 - 4/0
3737.88
-
-
in Km. 4/0 - 5/0
3690.3
-
-
in Km. 5/00 - 6/0
3897.34
-
-
in Km. 6/00 - 6/350
1334.79
-
-
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.
-
-
-
Km : 0 / 0 - 1 / 0
3846.7
-
-
in Km. 1/0 - 2/0
3805.71
-
-
in Km. 2/0 - 3/0
3054.66
-
-
in Km. 3/0 - 4/0
3759.64
-
-
in Km. 4/0 - 5/0
3820.43
-
-
in Km. 5/00 - 6/0
3919.1
-
-
in Km. 6/00 - 6/350
1345.67
-
-
Mix Seal Surfacing 25mm thick (Using Waste Plastic)
-
-
-
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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-
-
-do- in Km : 0 / 0 - 1 / 0
3846.7
-
-
-do- in Km : 1 / 0 - 2 / 0
3805.71
-
-
in Km. 2/0 - 2/250, 2/370-2/430, 2/460-2/500, 2/560-3/0
3054.66
-
-
in Km. 3/0 - 4/0
3759.64
-
-
-do- in Km : 4/ 0 - 5 / 0
3820.43
-
-
in Km. 5/00 - 6/0
3919.1
-
-
in Km. 6/00 - 6/350
1345.67
-
-
Provision of 15 nos. 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.
-
-
-
KM 0/0 to 1/0
5.62
-
-
KM 1/0 to 2/0
5.62
-
-
KM 2/0 to 2/200
5.62
-
-
Km 3/0 - 4/0
5.62
-
-
KM 4/7 to 5/0
5.62
-
-
KM 5/0 to 6/0
5.62
-
-
KM 6/0 to 6/350
5.62
-
-
Road marking with Hot applied Thermoplastic Compound with reflectorising Glass Beads on Bituminous Surface :-
-
-
-
Providing and Laying of hot applied thermoplastic Compound 2.50 mmm thick including reflectorising Glass Beads @ 250 gms per Sqm area , thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 , the finished surface to be level uniform and free from streaks and holes etc complete as per MORTH & H Specification NO .803
-
-
-
KM 0/0 to 1/0
200
-
-
KM 1/0 to 2/0
200
-
-
KM 2/0 to 2/20
200
-
-
Km 3/0 to 4/0
200
-
-
KM 4/7 to 5/0
200
-
-
KM 5/0 to 6/0
200
-
-
KM 6/0 to 6/350
70
-
-
CC Pavement
-
-
-
Provision for CC Pavement KM - 2/250-2/370, 2/430-2/460, 2/500-2/610
-
-
-
Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using US Gravel obtained from quarry 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.( subgrade using Stone Dust to improve CBR 7 to 9))
-
-
-
CC @2/250-2/370, 2/430-2/460, 2/500-2/610
381.29
-
-
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)
-
-
-
CC @2/250-2/370, 2/430-2/460, 2/500-2/610
95.32
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
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-
-
CC @2/250-2/370, 2/430-2/460, 2/500-2/610
127.1
-
-
1.50 m Culvert Abstract
-
-
-
Construction of Culvert @ 0/720
-
-
-
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.
6.05
-
-
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.
17.87
-
-
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.,
7.5
-
-
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.
90.3
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
10.32
-
-
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.
10.32
-
-
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 )
50.64
-
-
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 )
27.76
-
-
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 )
3.36
-
-
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.
3.31
-
-
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.
0.35
-
-
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
4.5
-
-
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
12
-
-
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.
7.7
-
-
Construction of Culvert @2/000
-
-
-
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.
6.05
-
-
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.
17.87
-
-
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.,
7.5
-
-
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.
90.3
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
10.32
-
-
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.
10.32
-
-
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 )
50.64
-
-
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 )
27.76
-
-
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 )
3.36
-
-
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.
3.31
-
-
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.
0.35
-
-
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
4.5
-
-
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
12
-
-
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.
7.7
-
-
Construction of Culvert @ 3/180
-
-
-
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.
6.05
-
-
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.
17.87
-
-
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.,
7.5
-
-
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.
90.3
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
10.32
-
-
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.
10.32
-
-
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 )
50.64
-
-
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 )
27.76
-
-
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 )
3.36
-
-
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.
3.31
-
-
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.
0.35
-
-
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
4.5
-
-
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
12
-
-
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.
7.7
-
-
5.0 m Culvert Abstract
-
-
-
Construction of Culvert @ 2/250
-
-
-
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.
6.05
-
-
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.
17.87
-
-
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.,
2.7
-
-
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.
146.77
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
15.45
-
-
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.
14.36
-
-
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 )
83.78
-
-
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 )
50.73
-
-
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 )
4.04
-
-
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.
18.71
-
-
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.
2.09
-
-
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
6.45
-
-
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
12
-
-
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.
5.12
-
-
5.0 m Culvert Abstract
-
-
-
Construction of Culvert @ 2/590
-
-
-
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.
6.05
-
-
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.
17.87
-
-
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.,
2.7
-
-
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.
146.77
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
15.45
-
-
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.
14.36
-
-
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 )
83.78
-
-
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 )
50.73
-
-
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 )
4.04
-
-
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.
18.71
-
-
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.
2.09
-
-
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
6.45
-
-
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
12
-
-
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.
5.12
-
-
2 X 5.0 m Culvert Abstract
-
-
-
Construction of 2 X 5 m Culvert @ 0/430
-
-
-
Earthwork excavation in all classes of soil except Kankar / Soft disintegrated rock not requiring blasting, medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
223.71
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
11.19
-
-
Vibrated Cement Concrete of Grade M 15 Nominal Mix (1:2.5:5) using 40 mm, 20 mm & 10 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for BELOW SILL LEVEL -
11.19
-
-
Vibrated Cement Concrete of Grade M 20 Nominal Mix (1:2:4) using 40 mm, 20 mm & 10 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for FOOTING OF ABUTMENTS, WINGS, AND PIERS BELOW SILL LEVEL -
141.38
-
-
Vibrated Cement Concrete of Grade M 20 Nominal Mix (1:2:4) using 40 mm, 20 mm & 10 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL -
57.69
-
-
Vibrated Reinforced Cement Concrete of M 25 Grade Mix (1:1.5:3) using 20 & 10 mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS, -
6.06
-
-
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS.
52
-
-
Providing and fixing TAR PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
12.83
-
-
Vibrated Reinforced Cement Concrete of M 25 Grade Mix (1:1.5:3) using 20 & 10 mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB
45.22
-
-
Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for FILLING BEHIND THE ABUTMENTS AND WINGS..
25.34
-
-
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.
22.5
-
-
Supply and fabrication of S-415 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings,including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, S-415grade-1 MT
5.06
-
-
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing cost of 75mm uniform thickness over deck slab and approach slab.
5.74
-
-
Vibrated Cement Concrete M20grade Design Mix using 40mm, 20mm & 12mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights for parapet wall over wings
6.62
-
-
Dismantling of Exting Bridge
-
-
-
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.
6.05
-
-
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.
17.87
-
-
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.
2.7
-
-
Providing and fixing ' Logo' of PMGSY project
5
-
-
Providing and fixing Name Board project
2
-
-
Providing and fixing ' Citizen informaton Board ' of PMGSY project
2
-
-
Providing and fixing ' Maintenance informaton Board ' of PMGSY project
2
-
-
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
-
-
-
60 CM Equilateral Triangle ( Cautionary ) Sign Board
20
-
-
60 CM Circular ( Mandatory ) Sign Board
26
-
-
Chervon Signs 90 CM Octagon ( Curves )
42
-
-
Reflector
32
-
-
Kilometre Stones
-
-
-
i) Ordinary Kilometer Stone ( precast)
6
-
-
ii) 200 m Stone
26
-
-
iii) Guard Stone
54
-
-
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
-
-
-
For the First Year from the date of
completion of work
6.35
-
-
For the Second Year from the date of
completion of work
6.35
-
-
For the Third Year from the date of
completion of work
6.35
-
-
For the Fourth Year from the date of
completion of work
6.35
-
-
For the Fifth Year from the date of
completion of work
6.35
-
-
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)
1
-
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