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₹ 2,86,73,000
Costs
EMD
₹ 5,74,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri District - Up Gradation / Strengthening Of Roads In Package No. Tn04- 184 In Morappur Block P184
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_RDTN_92269_1Bid Award Id
ViewTender No
TN04184Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
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)
-
-
-
... More
Km. 0/0-1/0
2401.62
-
-
... More
Km. 1/0-2/0
2034.06
-
-
... More
Km. 2/0-2/2
644.13
-
-
... More
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)
-
-
-
... More
Km. 0/0-1/0
560.87
-
-
... More
Km. 1/0-2/0
562.5
-
-
... More
Km. 2/0-2/2
112.5
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
577.01
-
-
... More
Km. 1/0-2/0
590.95
-
-
... More
Km. 2/0-2/2
112.5
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
3846.72
-
-
... More
Km. 1/0-2/0
3939.66
-
-
... More
Km. 2/0-2/2
750
-
-
... More
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.
-
-
-
... More
Km. 0/0-1/0
3857.6
-
-
... More
Km. 1/0-2/0
3939.66
-
-
... More
Km. 2/0-2/2
750
-
-
... More
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.
-
-
-
... More
Km. 0/0-1/0
3857.6
-
-
... More
Km. 1/0-2/0
3939.66
-
-
... More
Km. 2/0-2/2
750
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
3857.6
-
-
... More
Km. 1/0-2/0
3939.66
-
-
... More
Km. 2/0-2/2
750
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
5.62
-
-
... More
Km. 1/0-2/0
5.62
-
-
... More
Km. 2/0-2/2
5.62
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
200
-
-
... More
Km. 1/0-2/0
200
-
-
... More
Km. 2/0-2/2
40
-
-
... More
1.50 m Span Culvert @ Ch.0/5
-
-
-
... More
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.
-
-
-
... More
1.5m Span Culvert @ Ch.500 m
90.3
-
-
... More
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.
-
-
-
... More
1.5m Span Culvert @ Ch.500 m
10.32
-
-
... More
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.
-
-
-
... More
1.5m Span Culvert @ Ch.500 m
10.32
-
-
... More
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.
-
-
-
... More
1.5m Span Culvert @ Ch.500 Below Sill
50.64
-
-
... More
1.5m Span Culvert @ Ch.500 Above Sill
27.76
-
-
... More
Dirt Wall
-
-
-
... More
1.5m Span Culvert @ Ch.500 m
3.36
-
-
... More
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
-
-
-
... More
1.5m Span Culvert @ Ch.500 m
3.31
-
-
... More
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.
-
-
-
... More
1.5m Span Culvert @ Ch.500 m
0.35
-
-
... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
-
-
-
... More
1.5m Span Culvert @ Ch.500 m
15
-
-
... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
... More
1.5m Span Culvert @ Ch.500 m
4.5
-
-
... More
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
-
-
-
... More
1.5m Span Culvert @ Ch.500 m
12
-
-
... More
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.
-
-
-
... More
1.5m Span Culvert @ Ch.500 m
8.8
-
-
... More
Protective works @ Ch.0/700 - 0/715 RHS
-
-
-
... More
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.
-
-
-
... More
Protective works @ Ch.0/700 - 0/715 RHS
16.88
-
-
... More
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.
-
-
-
... More
Protective works @ Ch.0/700 - 0/715 RHS
3.38
-
-
... More
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.
-
-
-
... More
Protective works @ Ch.0/700 - 0/715 RHS
4.5
-
-
... More
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.
-
-
-
... More
Protective works @ Ch.0/700 - 0/715 RHS Below Sill
8.1
-
-
... More
Protective works @ Ch.0/700 - 0/715 RHS Above Sill
17.22
-
-
... More
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
-
-
-
... More
Protective works @ Ch.0/700 - 0/715 RHS
30
-
-
... More
Protective works @ Ch.1/0-1/015 RHS
-
-
-
... More
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.
-
-
-
... More
Protective works @ Ch.1/0-1/015 RHS
16.88
-
-
... More
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.
-
-
-
... More
Protective works @ Ch.1/0-1/015 RHS
3.38
-
-
... More
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.
-
-
-
... More
Protective works @ Ch.1/0-1/015 RHS
4.5
-
-
... More
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.
-
-
-
... More
Protective works @ Ch.1/0-1/015 RHS Below Sill
8.1
-
-
... More
Protective works @ Ch.1/0-1/015 RHS Above Sill
17.22
-
-
... More
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
-
-
-
... More
Protective works @ Ch.1/0-1/015 RHS
30
-
-
... More
Road - 2
-
-
-
... More
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.
2880
-
-
... More
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.
1500
-
-
... More
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)
-
-
-
... More
Km. 0/0-1/0
2190.77
-
-
... More
Km. 1/0-1/2
266.27
-
-
... More
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)
-
-
-
... More
Km. 0/0-1/0
562.5
-
-
... More
Km. 1/0-1/2
112.5
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
571.46
-
-
... More
Km. 1/0-1/2
116.44
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
3809.73
-
-
... More
Km. 1/0-1/2
776.25
-
-
... More
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.
-
-
-
... More
Km. 0/0-1/0
3809.73
-
-
... More
Km. 1/0-1/2
776.25
-
-
... More
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.
-
-
-
... More
Km. 0/0-1/0
3809.73
-
-
... More
Km. 1/0-1/2
776.25
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
3809.73
-
-
... More
Km. 1/0-1/2
776.25
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
5.62
-
-
... More
Km. 1/0-1/2
5.62
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
200
-
-
... More
Km. 1/0-1/2
40
-
-
... More
Road - 3
-
-
-
... More
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.
5280
-
-
... More
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.
2750
-
-
... More
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)
-
-
-
... More
Km. 0/0-1/0
1910.88
-
-
... More
Km. 1/0-2/0
2680.69
-
-
... More
Km. 2/0-2/2
384.62
-
-
... More
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)
-
-
-
... More
Km. 0/0-1/0
562.5
-
-
... More
Km. 1/0-2/0
562.5
-
-
... More
Km. 2/0-2/2
112.5
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
573.14
-
-
... More
Km. 1/0-2/0
562.5
-
-
... More
Km. 2/0-2/2
116.44
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
3820.89
-
-
... More
Km. 1/0-2/0
3750
-
-
... More
Km. 2/0-2/2
776.25
-
-
... More
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.
-
-
-
... More
Km. 0/0-1/0
3820.89
-
-
... More
Km. 1/0-2/0
3750
-
-
... More
Km. 2/0-2/2
776.25
-
-
... More
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.
-
-
-
... More
Km. 0/0-1/0
3820.89
-
-
... More
Km. 1/0-2/0
3750
-
-
... More
Km. 2/0-2/2
776.25
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
3820.89
-
-
... More
Km. 1/0-2/0
3750
-
-
... More
Km. 2/0-2/2
776.25
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
5.62
-
-
... More
Km. 1/0-2/0
5.62
-
-
... More
Km. 2/0-2/2
5.62
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
200
-
-
... More
Km. 1/0-2/0
200
-
-
... More
Km. 2/0-2/2
40
-
-
... More
Road - 4
-
-
-
... More
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.
5280
-
-
... More
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.
2750
-
-
... More
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)
-
-
-
... More
Km. 0/0-1/0
1059.22
-
-
... More
Km. 1/0-2/0
806.25
-
-
... More
Km. 2/0-2/2
309.15
-
-
... More
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)
-
-
-
... More
Km. 0/0-1/0
562.5
-
-
... More
Km. 1/0-2/0
562.5
-
-
... More
Km. 2/0-2/2
112.5
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
566.44
-
-
... More
Km. 1/0-2/0
562.5
-
-
... More
Km. 2/0-2/2
112.5
-
-
... More
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
-
-
-
... More
Km. 0/0-1/0
3776.25
-
-
... More
Km. 1/0-2/0
3750
-
-
... More
Km. 2/0-2/2
750
-
-
... More
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.
-
-
-
... More
Km. 0/0-1/0
3776.25
-
-
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Km. 1/0-2/0
3750
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Km. 2/0-2/2
750
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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
3776.25
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Km. 1/0-2/0
3750
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Km. 2/0-2/2
750
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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
3750
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Km. 2/0-2/2
750
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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. 2/0-2/2
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. 2/0-2/2
40
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Providing and Fixing 'Logo' of PMGSY project
11
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Providing and Fixing Name Board project
4
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Providing and Fixing 'Citizen information Board' of PMGSY project
4
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Providing and fixing 'Maintanence information Board' of PMGSY Project
4
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90CM Equilateral Trainagle (Cautinary) Sign Board
22
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60CM Circular (Mandatory) Sign Board
24
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Chevron Signs 90Cm Octagon (Curves)
4
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Reflector
52
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KM Stone
7
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HM Stone
32
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Guard Stone
135
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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)
1
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Evaluation Notes How It Works ?
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