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₹ 2,23,52,000
Costs
EMD
₹ 4,48,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri District - Up Gradation / Strengthening Of Roads In Package No. Tn04- 188 In Harur Block P188
Description
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Contact
Tender Id
2020_RDTN_92292_1Bid Award Id
ViewTender No
TN04188Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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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
461.7
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Km. 1/0-1/9
415.92
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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
461.7
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Km. 1/0-1/9
415.92
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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
974.42
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Km. 1/0-1/9
1154.04
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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. 1/0-1/9
472.5
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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. 0/0-1/0
107.02
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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
185.67
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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
1205.28
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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
1205.28
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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
60.27
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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
36.16
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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
416.97
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Km. 1/0-1/9
415.19
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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
100.07
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Km. 1/0-1/9
99.65
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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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-
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Km. 0/0-1/0
466.8
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Km. 1/0-1/9
503.57
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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
4667.86
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Km. 1/0-1/9
5035.75
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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
4667.86
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Km. 1/0-1/9
5035.75
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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
140.04
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Km. 1/0-1/9
151.07
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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. 1/0-1/9
5.62
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Road - 2 Km.0/0-3/2
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
7680
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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.
4000
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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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-
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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. 3/0-3/2
36
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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. 3/0-3/2
36
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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
1541.08
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Km. 1/0-2/0
1590.85
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Km. 2/0-3/0
1884.32
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Km. 3/0-3/2
199.86
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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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-
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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
557.61
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Km. 3/0-3/2
110.87
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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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-
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Km. 0/0-1/0
581.54
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Km. 1/0-2/0
576.71
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Km. 2/0-3/0
565.5
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Km. 3/0-3/2
114.81
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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
3876.9
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Km. 1/0-2/0
3844.72
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Km. 2/0-3/0
3769.93
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Km. 3/0-3/2
765.37
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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
3887.78
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Km. 1/0-2/0
3866.48
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Km. 2/0-3/0
3802.57
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Km. 3/0-3/2
776.25
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Control Section: 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
3887.78
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Km. 1/0-2/0
3866.48
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Km. 2/0-3/0
3802.57
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Km. 3/0-3/2
776.25
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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
3887.78
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Km. 1/0-2/0
3866.48
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Km. 2/0-3/0
3802.57
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Km. 3/0-3/2
776.25
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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. 3/0-3/2
5.62
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Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:-
Providing and laying of hot applied thermoplastic compound 2.50mm 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
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Km. 0/0-1/0
200
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Km. 1/0-2/0
200
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Km. 2/0-3/0
200
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Km. 3/0-3/2
40
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Protective works @ Km.3/150-3/180 (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.
-
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Protective works @ Km.3/150-3/180 (RHS)
38.25
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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.
-
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Protective works @ Km.3/150-3/180 (RHS)
7.65
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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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Protective works @ Km.3/150-3/180 (RHS)
10.2
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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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Protective works @ Km.3/150-3/180 (RHS) Below Sill
18.9
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Protective works @ Km.3/150-3/180 (RHS) Above Sill
50.55
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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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Protective works @ Km.3/150-3/180 (RHS)
60
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Providing and Fixing 'Logo' of PMGSY project
5
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Providing and Fixing Name Board project
2
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Providing and Fixing 'Citizen information Board' of PMGSY project
2
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Providing and fixing 'Maintanence information Board' of PMGSY Project
2
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90CM Equilateral Trainagle (Cautinary) Sign Board
30
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60CM Circular (Mandatory) Sign Board
34
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Chevron Sign 90 cm Octagon curves
30
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Reflector
54
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KM Stone
23
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HM Stone
35
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Guard Stone
60
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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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