Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 3,24,33,000
Costs
EMD
₹ 6,49,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Strengthening Of Mrl14 Arinatham To Kokkampalayam Road Via Nallalakuppam
Description
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Contact
Tender Id
2024_RDTN_136277_1Bid Award Id
ViewTender No
TN 33 26Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
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.
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-
-
in Km 2/500 - 7/370
6071.37
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-
Excavation for road work in soil with hydralc excavater of 0.9 cum bucket capacity including cutting and loading in tippers, timming bottom and side slope, in accordance with requirement of lines grades and cross section and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specifivation Clause 302.3
-
-
-
in Km 2/500 - 3/0
90
-
-
in Km 3/0 - 4/0
180
-
-
in Km 4/0 - 5/0
180
-
-
in Km 5/0 - 6/0
180
-
-
in Km 6/0 - 7/0
180
-
-
in Km 7/0 - 7/370
66.6
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-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ( Filling with Cut Earth)
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-
-
in Km 2/500 - 3/0
90
-
-
in Km 3/0 - 4/0
180
-
-
in Km 4/0 - 5/0
180
-
-
in Km 5/0 - 6/0
180
-
-
in Km 6/0 - 7/0
180
-
-
in Km 7/0 - 7/370
66.6
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-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ( Carted Earth)
-
-
-
in Km 2/500 - 3/0
568.73
-
-
in Km 3/0 - 4/0
1259.92
-
-
in Km 4/0 - 5/0
1092.21
-
-
in Km 5/0 - 6/0
1112.17
-
-
in Km 6/0 - 7/0
1100.36
-
-
in Km 7/0 - 7/370
424.71
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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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-
in Km 2/500 - 3/0
279.62
-
-
in Km 3/0 - 4/0
556.09
-
-
in Km 4/0 - 5/0
562.5
-
-
in Km 5/0 - 6/0
562.5
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-
in Km 6/0 - 7/0
562.5
-
-
in Km 7/0 - 7/370
208.13
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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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-
-
in Km 2/500 - 3/0
289.61
-
-
in Km 3/0 - 4/0
565.85
-
-
in Km 4/0 - 5/0
568.27
-
-
in Km 5/0 - 6/0
570.83
-
-
in Km 6/0 - 7/0
570.83
-
-
in Km 7/0 - 7/370
211.95
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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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-
-
in Km 2/500 - 3/0
1930.72
-
-
in Km 3/0 - 4/0
3772.32
-
-
in Km 4/0 - 5/0
3788.44
-
-
in Km 5/0 - 6/0
3805.6
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-
in Km 6/0 - 7/0
3802.32
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-
in Km 7/0 - 7/370
14112.95
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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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-
in Km 2/500 - 3/0
1941.6
-
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in Km 3/0 - 4/0
3815.07
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-
in Km 4/0 - 5/0
3788.44
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-
in Km 5/0 - 6/0
3805.5
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-
in Km 6/0 - 7/0
3802.32
-
-
in Km 7/0 - 7/370
1412.95
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-
Bituminious Maccadam Providing and laying Bituminous Maccadam with hot mix plant using crushed aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades to be followed as per Technical Specification Clause 504 (Using Plastic waste)
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-
-
in Km 2/500 - 3/0
96.55
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-
in Km 3/0 - 4/0
188.62
-
-
in Km 4/0 - 5/0
189.42
-
-
in Km 5/0 - 6/0
190.27
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-
in Km 6/0 - 7/0
190.12
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-
in Km 7/0 - 7/370
70.65
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-
Mix Seal Surfacing Using Waste Plastic Providing, laying and rolling of Close graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing 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 510
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-
-
in Km 2/500 - 3/0
1941.6
-
-
in Km 3/0 - 4/0
3815.07
-
-
in Km 4/0 - 5/0
3788.44
-
-
in Km 5/0 - 6/0
3805.5
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-
in Km 6/0 - 7/0
3802.32
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-
in Km 7/0 - 7/370
1412.95
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-
Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
-
-
-
in Km 2/500 - 3/0
5.62
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-
in Km 3/0 - 4/0
5.62
-
-
in Km 4/0 - 5/0
5.62
-
-
in Km 5/0 - 6/0
5.62
-
-
in Km 6/0 - 7/0
5.62
-
-
in Km 7/0 - 7/370
5.62
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-
Road marking with Hot Applied Thermoplastic Compound with reflectoriing Glass Beads on Bituminous surface Providing and laying of hot applied thermoplastic compound 2.50mm thick including Glass Beads
-
-
-
in Km 2/500 - 3/0
100
-
-
in Km 3/0 - 4/0
200
-
-
in Km 4/0 - 5/0
200
-
-
in Km 5/0 - 6/0
200
-
-
in Km 6/0 - 7/0
200
-
-
in Km 7/0 - 7/370
74
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-
Provision for Citizen board
1
-
-
Provision for PMGSY Logo board
4
-
-
Provision for Name board
1
-
-
Provision for PMGSY Maintenance Board
1
-
-
Provision for Kilometer Stones
4
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-
Provision for Hectameter Stones
20
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Provision for Guard Stone in the all Culvert
49
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60cm equilator triangular Cautionary sign board
13
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60cm Circular mantatory, Octogon sign board
10
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curve board Chevron signs (Curves)
13
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Metal bracket with type IX flotoscent prismatic reflective sheeting which is suitable for guard rail it is available one way/two way. Applied for metal crash barriers/ guard rail/ to provide reflection across wide range observation Reflector(Near culverts & trees)
8
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-
Provision for Photographic charges
1
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-
Construction of 1.50 m RCC Slab culvert @ Ch 2/505 in Arinatham to Kokkampalayam Road (via Nallalakuppam) Km 2/500 - 7/370 in Thirunavalur Block
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Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
6.05
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-
Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
17.87
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-
Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
2.7
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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. (Below sill Level)
50.64
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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. (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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
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 and fixing 20 mm thick compressible fibre board for expansion joint Between Dirtwall &Deck slab
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 gilling between body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete
7.7
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-
Construction of RCC Slab culvert Two span 5.00 m 2 Vent @ Ch 3/750 in Arinatham to Kokkampalayam Road (via Nallalakuppam) Km 2/500 - 7/370 in Thirunavalur Block
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-
Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
6.05
-
-
Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
17.87
-
-
Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry cement concrete steel work including sorting and dismantling material disposal of unserviceable material
3
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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.
223.71
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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.
11.19
-
-
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.
11.19
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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.FOOTING OF ABUTMENT,PIERS AND WINGS (Below sill Level)
141.38
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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.SUBSTRUCTURE OF ABUTMENT,WINGS AND PIER (Above sill Level)
57.69
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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 without claiming extra as directed by the departmental officers complete complying with standard specifications.DIRT WALLCUM BED BLOCK OVER ABUTMENT AND PIER
5.99
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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
52
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
12.45
-
-
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 without claiming extra as directed by the departmental officers complete complying with standard specifications.DIRT WALLCUM BED BLOCK OVER ABUTMENT AND PIER
5.99
-
-
Gravel gilling between body wall including cost and conveyance of gravel labour for filling watering and compacting etc complete
21.5
-
-
Providing and fixing PVC Expansion Joints Between Dirtwall &Deck slab
10.07
-
-
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.
3.69
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-
Vibrated Cement concrete M30 design mix using HBG metal for wearing coat of 75 mm uniform thickness over deck slab and approach slab including watering wherever necessarycompacting etc., complete complying with standard specifications and as directed.
5.74
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-
Vibrated Cement concrete M20 design mix using HBG metal for PCC paratet over bridge including watering wherever necessary , compacting etc., complete complying with standard specifications and as directed.
6.62
-
-
Construction of Protective work @ Km 3/180 to 3/240 RHS in Arinatham to Kokkampalayam Road (via Nallalakuppam) Km 2/500 - 7/370 in Thirunavalur Block
-
-
-
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
-
-
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
-
-
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
-
-
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. (Below sill Level)
32.4
-
-
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. (Above sill Level)
68.85
-
-
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
-
-
Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
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For the First Year from the date of completion of work
4.87
-
-
For the Second Year from the date of cpmpletion of work
4.87
-
-
For the Third Year from the date of completion of work
4.87
-
-
For the Fourth Year from the date of completion of work
4.87
-
-
For the Fifth Year from the date of completion of work
4.87
-
-
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
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