Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date13 May 2020
Closing Date15 Jun 2020
Tender Amount₹ 1,23,84,000
Costs
EMD
₹ 2,48,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri District - Up Gradation / Strengthening Of Roads In Package No. Tn04- 200 In Pappireddipatty Block P200
Description
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Contact
Tender Id
2020_RDTN_92318_1Bid Award Id
ViewTender No
TN04200Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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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
379.26
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Km. 1/0-2/0
386.11
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Km. 2/0-2/35
130.95
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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
379.26
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Km. 1/0-2/0
386.11
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Km. 2/0-2/35
130.95
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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
1023.53
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Km. 1/0-2/0
973.96
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Km. 2/0-2/35
342.9
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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
525
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Km. 1/0-2/0
525
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Km. 2/0-2/35
183.75
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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 401 Grading I
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Km. 0/0-0/2
75.25
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Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
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Km. 0/0-0/2
174.69
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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. 0/0-0/2
1117.5
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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. 0/0-0/2
1117.5
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Bituminous Macadam:- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
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Km. 0/0-0/2
55.88
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Bituminous concrete:- Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects
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Km. 0/0-0/2
33.53
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Cement Treated Soil Sub-Base:-
Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired 7 days unconfined compressive strength of 1.7Mpa and to form a layer of sub-base as per Technical Specification Clause 404.
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Km. 0/0-1/0
374.42
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Km. 1/0-2/0
437.5
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Km. 2/0-2/35
153.13
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Cement Treated Soil Base:- Providing, laying and spreading soil on a prepared sub-base, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired 7 days unconfined compressive strength of 2.76 Mpa and to form a layer of base as per Technical Specification Clause 404.
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Km. 0/0-1/0
89.86
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Km. 1/0-2/0
105
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Km. 2/0-2/35
36.75
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Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
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Km. 0/0-1/0
449.77
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Km. 1/0-2/0
550
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Km. 2/0-2/35
192.5
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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
4497.69
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Km. 1/0-2/0
5500
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Km. 2/0-2/35
1925
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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
4497.69
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Km. 1/0-2/0
5500
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Km. 2/0-2/35
1925
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Bituminous concrete:- Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects
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Km. 0/0-1/0
134.93
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Km. 1/0-2/0
165
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Km. 2/0-2/35
57.75
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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. 2/0-2/35
5.62
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Providing and Fixing 'Logo' of PMGSY project
3
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Providing and Fixing Name Board project
1
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Providing and Fixing 'Citizen information Board' of PMGSY project
1
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Providing and fixing 'Maintanence information Board' of PMGSY Project
1
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90CM Equilateral Trainagle (Cautinary) Sign Board
4
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60CM Circular (Mandatory) Sign Board
4
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Chevron Sign 90 cm Octagon curves
2
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Reflector
30
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KM Stone
2
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HM Stone
10
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Guard Stone
40
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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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Evaluation Notes How It Works ?
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