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₹ 2,72,01,000
Costs
EMD
₹ 5,60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134239_1Bid Award Id
ViewTender No
TN38010Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
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 - 4/500
4592
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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 - 4/500
1.18
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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 - 4/500
1.18
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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 - 4/500
3896.01
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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
50.4
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Km : 2/0-3/0
223.04
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Km : 3/0-4/0
216.92
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Km : 4/0-4/5
111.85
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Laying and spreading available soil in Base Course on a prepared surface, including mixing of 50% Soil + 25% 20 mm down Aggregate + 25% Stone Dust and 3% RBI -81 by mix in place with rotavator and grading with motor grader and compacting with 8-10 tonne Vibratory Compactor at OMC to the desired density as per specifications
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Km : 0 / 0 - 1 / 0
339.11
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Km : 1/0-2/0
89.93
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Km : 2/0-3/0
380.24
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Km : 3/0-4/0
370.86
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Km : 4/0-4/5
191.47
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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)(Control Section)
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Km : 0 / 0 - 1 / 0
29.53
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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) (Control Section)
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Km : 0 / 0 - 1 / 0
29.53
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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 0.90-1.20 kg/sqm using mechanical means as per Technical Specification Clause 502
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in Km. 0/0 - 4/500
14109.65
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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 - 4/500
14174.92
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Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507.
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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.
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Km : 0 / 0 - 1 / 0
3795.74
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Km : 1/0-2/0
899.17
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Km : 2/0-3/0
3834.97
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Km : 3/0-4/0
3719.5
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Km : 4/0-4/5
1925.54
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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
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Km : 0 / 0 - 1 / 0
3795.74
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Km : 1/0-2/0
899.17
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Km : 2/0-3/0
3834.97
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Km : 3/0-4/0
3719.5
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Km : 4/0-4/5
1925.54
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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 : 3/0-4/0
22.5
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Km : 4/0-4/5
11.25
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Provision for CD Works
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Constuction of 1.5 m RCC Slab culvert - 6 Nos 908, , 2014, 2480, 2845, 3275, 4261
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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. 908
51.61
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Culvert @ Ch. 2014, 2480, 2845
154.83
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Culvert @ Ch. 3275
51.61
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Culvert @ Ch. 4261
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. 908
9.38
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Culvert @ Ch. 2014, 2480, 2845
28.14
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Culvert @ Ch. 3275
9.38
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Culvert @ Ch. 4261
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. 908
29.93
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Culvert @ Ch. 2014, 2480, 2845
89.79
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Culvert @ Ch. 3275
29.93
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Culvert @ Ch. 4261
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. 908
33.93
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Culvert @ Ch. 2014, 2480, 2845
101.79
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Culvert @ Ch. 3275
33.93
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Culvert @ Ch. 4261
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. 908
3.36
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Culvert @ Ch. 2014, 2480, 2845
10.08
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Culvert @ Ch. 3275
3.36
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Culvert @ Ch. 4261
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. 908
3.31
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Culvert @ Ch. 2014, 2480, 2845
9.93
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Culvert @ Ch. 3275
3.31
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Culvert @ Ch. 4261
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. 908
0.35
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Culvert @ Ch. 2014, 2480, 2845
1.05
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Culvert @ Ch. 3275
0.35
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Culvert @ Ch. 4261
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. 908
15
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Culvert @ Ch. 2014, 2480, 2845
45
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Culvert @ Ch. 3275
15
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Culvert @ Ch. 4261
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch. 908
4.5
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Culvert @ Ch. 2014, 2480, 2845
13.5
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Culvert @ Ch. 3275
4.5
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Culvert @ Ch. 4261
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. 908
12
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Culvert @ Ch. 2014, 2480, 2845
36
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Culvert @ Ch. 3275
12
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Culvert @ Ch. 4261
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. 908
5.26
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Culvert @ Ch. 2014, 2480, 2845
15.78
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Culvert @ Ch. 3275
5.26
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Culvert @ Ch. 4261
5.26
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Constuction of Pipe Culvert 3 Nos. , , , 3183, 4060, 4128
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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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Pipe Culvert @ Ch. 3183
10.62
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pipe Culvert @ Ch. 4060, 4128
21.24
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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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Pipe Culvert @ Ch. 3183
4.84
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pipe Culvert @ Ch. 4060, 4128
9.68
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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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Pipe Culvert @ Ch. 3183
5.8
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pipe Culvert @ Ch. 4060, 4128
11.6
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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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Pipe Culvert @ Ch. 3183
10.39
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pipe Culvert @ Ch. 4060, 4128
20.78
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
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Pipe Culvert @ Ch. 3183
7.5
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pipe Culvert @ Ch. 4060, 4128
15
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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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Pipe Culvert @ Ch. 3183
4.2
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pipe Culvert @ Ch. 4060, 4128
8.4
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Dismantling the existing CD structures
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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.
80.78
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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.
2.62
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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
1.6
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Dismantling, Clearing away and carefully stacking materials useful for re use. Removal of cut stone slabs
4.63
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
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Culverts / Dry fixing @ Ch. 908, 4261
10
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Culverts / Dry fixing @ Ch. 2845, 3183, 4060, 4128
20
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Provision for Protective works (Km 0/0 -1/0 , 2/0 - 3/0 , 3/0 - 4/0 )
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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 : 0 / 0 - 1 / 0
99
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Km : 2 / 0 - 3 / 0
158.4
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Km : 3 / 0 - 4 / 0
95.7
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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 : 0 / 0 - 1 / 0
18
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Km : 2 / 0 - 3 / 0
28.8
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Km : 3 / 0 - 4 / 0
17.4
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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 : 0 / 0 - 1 / 0
55.35
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Km : 2 / 0 - 3 / 0
88.56
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Km : 3 / 0 - 4 / 0
55.13
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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 : 0 / 0 - 1 / 0
55.91
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Km : 2 / 0 - 3 / 0
89.5
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Km : 3 / 0 - 4 / 0
67.11
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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 : 0 / 0 - 1 / 0
12.71
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Km : 2 / 0 - 3 / 0
20.34
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Km : 3 / 0 - 4 / 0
9.17
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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 : 0 / 0 - 1 / 0
98
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Km : 2 / 0 - 3 / 0
158
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Km : 3 / 0 - 4 / 0
86
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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
4
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Sign board
36
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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
4
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Hectametre Stones
19
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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
3.72
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For the Second Year from the date of
completion of work
3.72
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For the Third Year from the date of
completion of work
3.72
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For the Fourth Year from the date of
completion of work
3.72
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For the Fifth Year from the date of
completion of work
3.72
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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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