Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date25 Jul 2018
Closing Date24 Aug 2018
Tender Amount₹ 1,27,41,000
Costs
EMD
₹ 2,55,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri Dt - Upgadation of the road from Dharmapuri-Harur Road to Polayampalli via Jadayampatti, Jadayampatti colony km 0/0 -4/550 MRL 09 in Package No.TN04-129 of Morappur Block P129
Description
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Contact
Tender Id
2018_RDTN_66423_1Bid Award Id
ViewTender No
Roc.No.574/17/R2 Dt.19.07.2018P129Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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
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Km.0/0-1/0
180
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Km.1/0-2/0
180
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Km.2/0-3/0
180
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Km.3/0-3/440
79.2
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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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Km.0/0-1/0
180
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Km.1/0-2/0
180
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Km.2/0-3/0
180
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Km.3/0-3/440
79.2
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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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Km.0/0-1/0
1096.66
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Km.1/0-2/0
1019.55
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Km.2/0-3/0
1117.28
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Km.3/0-3/440
479.88
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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
560.87
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Km.1/0-2/0
559.24
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Km.2/0-3/0
560.87
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Km.3/0-3/440
247.5
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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
282.4
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Km.1/0-2/0
291.68
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Km.2/0-3/0
286.63
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Km.3/0-3/440
128.6
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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
282.4
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Km.1/0-2/0
291.68
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Km.2/0-3/0
286.63
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Km.3/0-3/440
128.6
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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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Km.0/0-1/0
3765.37
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Km.1/0-2/0
3889.33
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Km.2/0-3/0
3821.74
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Km.3/0-3/440
1714.7
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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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Km.0/0-1/0
3776.25
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Km.1/0-2/0
3911.09
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Km.2/0-3/0
3832.62
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Km.3/0-3/440
1714.7
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
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Km.0/0-1/0
3776.25
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Km.1/0-2/0
3911.09
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Km.2/0-3/0
3832.62
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Km.3/0-3/440
1714.7
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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
3776.25
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Km.1/0-2/0
3911.09
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Km.2/0-3/0
3832.62
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Km.3/0-3/440
1714.7
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Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.
Rumble Strips = 3 X 3.75 X 0.25 = 2.81
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Km.0/0-1/0
5.62
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Km.1/0-2/0
5.62
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Km.2/0-3/0
5.62
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Km.3/0-3/440
5.62
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Logo Board
3
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KM Stone
3
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HM Stone
14
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Guard Stone
45
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Cautionary Sign Board
35
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Mandatory Sign Board
10
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Chevron Sign 90cm octagon curves
14
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Reflector
45
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Citizen information board
1
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Maintenance board
1
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Name Board
1
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Culvert @ Ch.335 m
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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.
90.3
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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
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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.
10.32
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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.335 m - Below Sill Level
50.64
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Culvert @ Ch.335 m - Above Sill Level
27.76
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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.
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
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.
0.35
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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
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.
8.8
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Protective work @ Ch.1420 to Ch.1460 m
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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.
45
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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.
9
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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.
12
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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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Ch.1420 to Ch.1460 m - Below Sill Level
21.6
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Ch.1420 to Ch.1460 m - Above Sill Level
40.5
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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
80
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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
2.03
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Protective work @ Ch.1555 to 1575 (RHS)
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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.
22.5
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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.
4.5
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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.
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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Ch.1555 to 1575 (RHS) - Below Sill Level
10.8
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Ch.1555 to 1575 (RHS) - Above Sill Level
20.25
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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
40
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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
1.01
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Protective work @ Ch.1570 to 1620 (LHS)
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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.
56.25
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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.
11.25
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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.
15
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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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Ch.1570 to 1620 (LHS) - Below Sill Level
27
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Ch.1570 to 1620 (LHS) - Above Sill Level
50.63
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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
100
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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
3.04
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Protective work @ Ch.2720 to 2780 m
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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.
67.5
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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.
13.5
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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.
18
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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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Ch.2720 to 2780 m - Below Sill Level
32.4
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Ch.2720 to 2780 m - Above Sill Level
60.75
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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
120
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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
3.04
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Protective work @ Ch.2785 - 2815 m
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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.
33.75
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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.
6.75
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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.
9
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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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Ch.2720 to 2780 m - Below Sill Level
16.2
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Ch.2720 to 2780 m - Above Sill Level
30.38
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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
60
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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
1.01
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Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)
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For 1st year
1
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For 2nd year
1
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For 3rd Year
1
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For 4th Year
1
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For 5th Year
1
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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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