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₹ 2,83,03,000
Costs
EMD
₹ 5,67,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_133825_1Bid Award Id
ViewTender No
TN27320Tender 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
2400
-
10.65
in Km 2/0 - 3/0
2400
-
10.65
in Km 3/0 - 4/0
2400
-
10.65
in Km 4/0 - 4/605
1452
-
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
1242.75
-
10.91
in Km 1/0 - 2/0
1239.12
-
10.91
in Km 2/0 - 3/0
1239.12
-
10.91
in Km 3/0 - 4/0
1246.37
-
10.91
in Km 4/0 - 4/605
749
-
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
1528.59
-
175.18
in Km 1/0 - 2/0
1509.93
-
175.18
in Km 2/0 - 3/0
1445.26
-
175.18
in Km 3/0 - 4/0
1587.39
-
175.18
in Km 4/0 - 4/605
984.81
-
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
-
593.54
in Km 1/0 - 2/0
557.61
-
606.54
in Km 2/0 - 3/0
557.61
-
619.53
in Km 3/0 - 4/0
560.87
-
632.53
in Km 4/0 - 4/605
337.05
-
645.53
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
567.76
-
2153.89
in Km 1/0 - 2/0
557.61
-
2153.89
in Km 2/0 - 3/0
557.61
-
2153.89
in Km 3/0 - 4/0
560.87
-
2153.89
in Km 4/0 - 4/605
341.74
-
2153.89
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
3785.02
-
47.36
in Km 1/0 - 2/0
3717.37
-
47.36
in Km 2/0 - 3/0
3717.37
-
47.36
in Km 3/0 - 4/0
3739.12
-
47.36
in Km 4/0 - 4/605
2278.25
-
47.36
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
-
-
-
in Km 0/0 - 1/0
3806.77
-
13.33
in Km 1/0 - 2/0
3750
-
13.33
in Km 2/0 - 3/0
3750
-
13.33
in Km 3/0 - 4/0
3750
-
13.33
in Km 4/0 - 4/605
2300
-
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 @6%)
-
-
-
in Km 0/0 - 1/0
189.26
-
7083.11
in Km 1/0 - 2/0
185.87
-
7083.11
in Km 2/0 - 3/0
185.87
-
7083.11
in Km 3/0 - 4/0
186.96
-
7083.11
in Km 4/0 - 4/605
113.91
-
7083.11
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
3806.77
-
201.71
in Km 1/0 - 2/0
3750
-
201.71
in Km 2/0 - 3/0
3750
-
201.71
in Km 3/0 - 4/0
3750
-
201.71
in Km 4/0 - 4/605
2300
-
201.71
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
8.43
-
470.87
in Km 4/0 - 4/605
5.62
-
472.19
Provision for Kilometer Stones
4
-
2730
Provision for Hectameter Stones
19
-
780
Provision for Guard Stone in the all Culvert
44
-
250
Road Marking
921
-
890
60cm equilator triangular Cautionary sign board
4
-
4999
60cm Circular mantatory, Octogon sign board
3
-
6283
curve board Chevron signs (Curves)
2
-
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)
69
-
150
Provision for Citizen board
1
-
12300
Provision for Logo board
4
-
4035
Provision for Name board
1
-
12150
Provision for PMGSY Maintenance Board
1
-
12300
Provision for Photographic charges
1
-
10000
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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