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₹ 2,26,40,000
Costs
EMD
₹ 4,53,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri Dt - Upgradation of the Road Kottapatti-Selambai Road (Via)Avaloor km 0/0-7/9 MRL 05 in Package No. TN04-121 in Harur Block of Dharmapuri Dt P121
Description
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Contact
Tender Id
2018_RDTN_66417_1Bid Award Id
ViewTender No
Roc.No.574/17/R2 Dt.03.04.2018P121Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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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
936
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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)
936
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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)
6567.6
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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
557.61
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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. 3/0-4/0
557.27
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Km. 4/0-5/0
562.5
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Km. 5/0-5/700
393.75
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Strengthning the Existing damaged Surface:- 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 stone dust to improve CBR 7 to 9))
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Km.0/0-1/0
1248.19
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Km.1/01-1/450
560.85
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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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 Grading C
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Km.0/0-1/0
416.08
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Km.1/01-1/450
186.96
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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
289.84
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Km. 1/0-2/0
286.22
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Km. 2/0-3/0
280.43
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Km. 3/0-4/0
278.63
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Km. 4/0-5/0
281.25
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Km. 5/0-5/700
199.07
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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
289.84
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Km. 1/0-2/0
286.22
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Km. 2/0-3/0
280.43
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Km. 3/0-4/0
278.63
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Km. 4/0-5/0
281.25
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Km. 5/0-5/700
199.07
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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.0/0-5/70
2273.94
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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.0/0-5/70
2284.82
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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.0/0-5/70
2284.82
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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.0/0-5/70
2284.82
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Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured
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Km. 0/57-1/0
3181.5
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Km. 1/0-2/0
7544.55
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Km. 2/0-3/0
7478.25
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Km. 3/0-4/0
7430.25
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Km. 4/0-5/0
7500
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Km. 5/0-5/700
5279.23
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High porosity
Providing and applying primer coat with cationic bitumen emulsion (water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
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Km. 0/57-1/0
1590.74
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Km. 1/0-2/0
3816.29
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Km. 2/0-3/0
3739.12
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Km. 3/0-4/0
3715.12
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Km. 4/0-5/0
3750
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Km. 5/0-5/700
2654.23
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Providing and applying tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) : 1 part water (1000 ppm TDS) : 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 .(ref:Mord pg.no 5-4)
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Km. 0/57-1/0
1612.5
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Km. 1/0-2/0
3838.05
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Km. 2/0-3/0
3750
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Km. 3/0-4/0
3750
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Km. 4/0-5/0
3750
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Km. 5/0-5/700
2654.23
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Providing, laying and rolling of 20mm thick open-graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate of 1 Kg per 1 ton of Binder. Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade or emulsion grade with Nanotechnology based material 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. (ref:Mord pg.no 5-24)
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Km. 0/57-1/0
1612.5
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Km. 1/0-2/0
3838.05
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Km. 2/0-3/0
3750
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Km. 3/0-4/0
3750
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Km. 4/0-5/0
3750
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Km. 5/0-5/700
2654.23
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Providing and laying of Seal coat modified with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate 1 Kg per 1 ton of Binder and 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 Clauses 510.
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Km. 0/57-1/0
1612.5
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Km. 1/0-2/0
3838.05
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Km. 2/0-3/0
3750
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Km. 3/0-4/0
3750
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Km. 4/0-5/0
3750
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Km. 5/0-5/700
2654.23
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Providing and Fixing 'Logo' of PMGSY project
4
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KM Stone
5
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HM Stone
20
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Guard Stone
45
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Cautionary Sign Board
35
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Traffic Sign Board
20
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Reflector
35
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Chevron Sign 90cm Octagon Curves
16
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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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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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1.5m Span Culvert @ Ch.450 & 950
180.6
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1.5m Span Culvert @ Ch.1400
90.3
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1.5m Span Culvert @ Ch.2700
90.3
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1.5m Span Culvert @ Ch.3800
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.
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1.5m Span Culvert @ Ch.450 & 950
20.64
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1.5m Span Culvert @ Ch.1400
10.32
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1.5m Span Culvert @ Ch.2700
10.32
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1.5m Span Culvert @ Ch.3800
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.
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1.5m Span Culvert @ Ch.450 & 950
20.64
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1.5m Span Culvert @ Ch.1400
10.32
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1.5m Span Culvert @ Ch.2700
10.32
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1.5m Span Culvert @ Ch.3800
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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1.5m Span Culvert @ Ch.450 & 950 Below Sill
101.28
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1.5m Span Culvert @ Ch.450 & 950 Above Sill
55.52
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1.5m Span Culvert @ Ch.1400 Below Sill
50.64
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1.5m Span Culvert @ Ch.1400 Above Sill
27.76
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1.5m Span Culvert @ Ch.2700 Below Sill
50.64
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1.5m Span Culvert @ Ch.2700 Above Sill
27.76
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1.5m Span Culvert @ Ch.3800 Below Sill
50.64
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1.5m Span Culvert @ Ch.3800 Above Sill
27.76
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for Bed block
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1.5m Span Culvert @ Ch.450 & 950
6.72
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1.5m Span Culvert @ Ch.1400
3.36
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1.5m Span Culvert @ Ch.2700
3.36
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1.5m Span Culvert @ Ch.3800
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
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1.5m Span Culvert @ Ch.450 & 950
6.62
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1.5m Span Culvert @ Ch.1400
3.31
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1.5m Span Culvert @ Ch.2700
3.31
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1.5m Span Culvert @ Ch.3800
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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1.5m Span Culvert @ Ch.450 & 950
0.7
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1.5m Span Culvert @ Ch.1400
0.35
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1.5m Span Culvert @ Ch.2700
0.35
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1.5m Span Culvert @ Ch.3800
0.35
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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
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1.5m Span Culvert @ Ch.450 & 950
30
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1.5m Span Culvert @ Ch.1400
15
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1.5m Span Culvert @ Ch.2700
15
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1.5m Span Culvert @ Ch.3800
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
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1.5m Span Culvert @ Ch.450 & 950
9
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1.5m Span Culvert @ Ch.1400
4.5
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1.5m Span Culvert @ Ch.2700
4.5
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1.5m Span Culvert @ Ch.3800
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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1.5m Span Culvert @ Ch.450 & 950
24
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1.5m Span Culvert @ Ch.1400
12
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1.5m Span Culvert @ Ch.2700
12
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1.5m Span Culvert @ Ch.3800
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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1.5m Span Culvert @ Ch.450 & 950
17.6
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1.5m Span Culvert @ Ch.1400
8.8
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1.5m Span Culvert @ Ch.2700
8.8
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1.5m Span Culvert @ Ch.3800
8.8
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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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