Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 May 2024
Closing Date19 Jul 2024
Tender Amount₹ 2,27,40,000
Costs
EMD
₹ 4,55,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_133826_1Bid Award Id
ViewTender No
TN27321Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
in Km 1/0 - 2/0
1800
-
10.65
in Km 2/0 - 3/0
2400
-
10.65
in Km 3/0 - 3/335
804
-
10.65
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.
-
-
-
in Km 0/0 - 1/0
1242.74
-
10.91
in Km 1/0 - 2/0
930.25
-
10.91
in Km 2/0 - 3/0
1242.75
-
10.91
in Km 3/0 - 3/335
418.75
-
10.91
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
-
-
-
in Km 0/0 - 1/0
1292.3
-
175.18
in Km 1/0 - 2/0
1006.02
-
175.18
in Km 2/0 - 3/0
1444.44
-
175.18
in Km 3/0 - 3/335
261.97
-
175.18
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)
-
-
-
in Km 0/0 - 1/0
559.24
-
953.14
in Km 1/0 - 2/0
418.61
-
963.64
in Km 2/0 - 3/0
559.24
-
974.13
in Km 3/0 - 3/335
188.44
-
974.13
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
-
-
-
in Km 0/0 - 1/0
576.66
-
2090.26
in Km 1/0 - 2/0
422.76
-
2090.26
in Km 2/0 - 3/0
563.71
-
2090.26
in Km 3/0 - 3/335
193.13
-
2090.26
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
-
-
-
in Km 0/0 - 1/0
3844.34
-
47.36
in Km 1/0 - 2/0
2818.36
-
47.36
in Km 2/0 - 3/0
3758.02
-
47.36
in Km 3/0 - 3/335
1287.5
-
47.36
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503
-
-
-
in Km 0/0 - 1/0
3866.1
-
13.33
in Km 1/0 - 2/0
2840.14
-
13.33
in Km 2/0 - 3/0
3779.77
-
13.33
in Km 3/0 - 3/335
1287.5
-
13.33
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.(Using Waste Plastic)
-
-
-
in Km 0/0 - 1/0
192.77
-
7014.89
in Km 1/0 - 2/0
142
-
7014.89
in Km 2/0 - 3/0
187.9
-
7014.89
in Km 3/0 - 3/335
64.38
-
7014.89
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) 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 as per Technical Specification Clause 509 (Using Waste Plastic)
-
-
-
in Km 0/0 - 1/0
3866.1
-
200.08
in Km 1/0 - 2/0
2840.14
-
200.08
in Km 2/0 - 3/0
3779.77
-
200.08
in Km 3/0 - 3/335
1287.5
-
200.08
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 0/0 - 1/0
25.29
-
471.73
in Km 1/0 - 2/0
5.62
-
472.08
in Km 2/0 - 3/0
5.62
-
472.43
in Km 3/0 - 3/335
8.43
-
472.77
Construction of 1.5m Rcc Slab culvert 0/175
-
-
-
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.
90.09
-
504.86
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.
10.29
-
2447.82
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.
10.29
-
6035.13
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.
53.78
-
6406.81
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.
31.99
-
6776.43
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
-
6776.43
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
-
7476.24
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
-
76814.85
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
221.01
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
4.5
-
100
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
-
118.01
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.
8.81
-
1556.61
Construction of 1.5m Rcc Slab culvert 2/011
-
-
-
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.
90.09
-
504.86
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.
10.29
-
2470.95
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.
10.29
-
6067.5
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.
53.78
-
6439.89
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.
31.99
-
6811
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
-
6811
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
-
7512.1
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
-
76832.06
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
221.01
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
10.5
-
100
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
18
-
118.06
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.
8.81
-
1578.32
Construction of 1.5m Rcc Slab culvert 2/753
-
-
-
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.
90.09
-
504.86
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.
10.29
-
2470.95
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.
10.29
-
6067.5
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.
53.78
-
6439.89
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.
31.99
-
6811
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
-
6811
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
-
7512.1
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
-
76832.06
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
221.01
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
10.5
-
100
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
18
-
118.06
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.
8.81
-
1578.32
Dismantling Existing CD works @ Ch. 0/175 of Amoor thamal to Thirumangalam road
-
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
3.02
-
761.33
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
9.54
-
508.9
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
6.3
-
758.81
Dismantling Existing CD works @ Ch. 2/011, 2/753
-
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
6.05
-
761.33
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
19.08
-
508.9
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202., Reinforced Cement Concrete
202
-
758.81
Provision for Kilometer Stones
3
-
2730
Provision for Hectameter Stones
13
-
780
Provision for Guard Stone in the all Culvert
12
-
250
Confirming of IRC 67-2010 and ASTM D 4956-09, Type IV specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm MS angle and supported on a MS angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below Ground level etc complete including 7 year warranty for the Retro Reflection Sheeting as per clause 6.9 of IRC 67.2010 Specification (as per MoRT & Spec. No 801).
-
-
-
Road Marking
592
-
890
60cm equilator triangular Cautionary sign board
10
-
4999
60cm Circular mantatory, Octogon sign board
2
-
6283
curve board Chevron signs (Curves)
10
-
9976
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)
48
-
150
Provision for Citizen board
1
-
12300
Provision for Logo board
2
-
4035
Provision for Name board
1
-
12150
Provision for PMGSY Maintenance Board
1
-
12300
Provision for Photographic charges
1
-
1000
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
-
-
-
For the First Year from the date of completion of work
4.61
-
40000
For the Second Year from the date of cpmpletion of work
4.61
-
60000
For the Third Year from the date of completion of work
4.61
-
80000
For the Fourth Year from the date of completion of work
4.61
-
100000
For the Fifth Year from the date of completion of work
4.61
-
120000
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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