Pradhan Mantri Gram Sadak Yojana Tender
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The PMGSY has issued a formal invitation for competitive bids for the Pradhan Mantri Gram Sadak Yojana project, for Periodical Renewal Work Of 5 Year Post Dlp Pmgsy Roads For Financial Year 2024-25 Under Incentive Grant For Package No. Pm-mkg1-a1/2024-25. in Malkangiri, Odisha, with an estimated contract value of Rs. 99,72,000. The bid opening date for this tender is 28-01-2025 and the last date for bid submission is 04-02-2025. Interested bidders for Pradhan Mantri Gram Sadak Yojana tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Jan 2025
Closing DateCancelled
Tender Amount₹ 99,72,000
Costs
EMD
₹ 1,99,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_138859_5Tender No
CCERWCSBD Online - 19/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
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(B) L049-Link Road to Palasapadar (OR-20-327)
9
898
8087.49
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For 1st Year
0.12
29000
3480
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
144
348
50188.32
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
7040
10
77228.8
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BT Pavement
-
-
-
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
1875
11
22068.75
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For 3rd Year
0.63
29000
18270
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(A) L054-Badapadar to Kadaguma (OR-20-185)
4680
10
51339.6
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(A) L054-Badapadar to Kadaguma (OR-20-185)
11.25
7135
80274.26
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(A) L054-Badapadar to Kadaguma (OR-20-185)
1.8
164134
295442.66
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For 1st Year
1.76
34700
61072
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
8
743
5950.72
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Place Identification Board (600x600) mm
-
-
-
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Providing & Laying SEMI DENSE BITUMINOUS CONCRETE(SDBC) with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MOSRT&H Specification for Road & Bridge works (4th Revision)(A/R-2006 page-175 item No-47).
-
-
-
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For 5th Year
0.12
29000
3480
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
-
-
-
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(B) L049-Link Road to Palasapadar (OR-20-327)
2
2598
5197.58
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For 1st Year
0.63
29000
18270
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(B) L049-Link Road to Palasapadar (OR-20-327)
-
-
-
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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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For 4th Year
1.76
66900
117744
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For 4th Year
0.3
29000
8700
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Cautionary Sign Board 600 mm Circular
-
-
-
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(A) L054-Badapadar to Kadaguma (OR-20-185)
180.98
3086
558504.28
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Construction of RCC Guide Posts of 250mm dia M15 grade cast-in-situ with 20mm nominal size aggregate,true to line and grade,tolerance of vertical RCC Posts not to exceed 1 in 500 as per drawing and Technical Specification clause 1608.2.
-
-
-
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(A) L054-Badapadar to Kadaguma (OR-20-185)
3
2185
6557.07
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
2.06
212252
437239.84
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
2
2279
4559.24
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(A) L054-Badapadar to Kadaguma (OR-20-185)
29
900
26119.43
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For 1st Year
0.8
34700
27760
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Providing and fixing of retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.2.3 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 300,800,1700 as per direction of the Engineer in charge.(600 mm circular)
-
-
-
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For 2nd Year
0.8
40900
32720
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(A) L054-Badapadar to Kadaguma (OR-20-185)
3
2604
7812.03
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(B) L049-Link Road to Palasapadar (OR-20-327)
76.5
11912
911336.85
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For 3rd Year
0.8
58100
46480
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For 5th Year
1.76
74900
131824
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For 2nd Year
0.63
29000
18270
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(A) L054-Badapadar to Kadaguma (OR-20-185)
2
2273
4546.88
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(B) L049-Link Road to Palasapadar (OR-20-327)
184
258
47652.32
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(B) L049-Link Road to Palasapadar (OR-20-327)
51.6
36
1859.15
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(B) L049-Link Road to Palasapadar (OR-20-327)
90
343
30879.9
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
272.25
3327
905789.36
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For 4th Year
0.8
66900
53520
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
51.6
36
1859.15
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For 3rd Year
0.12
29000
3480
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
3
2191
6575.55
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Construction of subgrade / Earthern shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per MORD technical Specification Clause 303 with all leads & lift as per direction of the Engineer in charge (By mechanical means).
-
-
-
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(B) L049-Link Road to Palasapadar (OR-20-327)
0.92
189016
173894.82
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
3
2622
7866.33
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For 2nd Year
0.12
29000
3480
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For 3rd Year
0.3
29000
8700
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(A) L054-Badapadar to Kadaguma (OR-20-185)
111.88
11969
1339181.22
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
-
-
-
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For 2nd Year
0.3
29000
8700
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For 1st Year
0.3
29000
8700
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For 5th Year
0.8
74900
59920
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Construction of Un-Reinforced, Plain Cement Concrete Pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
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-
-
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Periodic Renewal
-
-
-
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(B) L049-Link Road to Palasapadar (OR-20-327)
3060
53
164260.8
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For 3rd Year
1.76
58100
102256
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For 2nd Year
1.76
40900
71984
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
35
907
31766.7
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
-
-
-
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(B) L049-Link Road to Palasapadar (OR-20-327)
7.6
7121
54125.91
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
412
258
106699.76
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge
-
-
-
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(B) L049-Link Road to Palasapadar (OR-20-327)
2
2417
4834.36
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For 1st Year
1.17
34700
40599
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
168.3
11799
1985786.85
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For 4th Year
1.17
66900
78273
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
19
7217
137124.33
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
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(B) L049-Link Road to Palasapadar (OR-20-327)
45
3161
142281.9
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
3
2426
7280.7
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For 3rd Year
1.17
58100
67977
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Cautionary Sign Board 600 mm Triangular
-
-
-
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(A) L054-Badapadar to Kadaguma (OR-20-185)
3
2420
7262.19
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(B) L049-Link Road to Palasapadar (OR-20-327)
1875
11
22068.75
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening(morum and sand admixture) to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
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(B) L049-Link Road to Palasapadar (OR-20-327)
3200
10
35104
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(A) L054-Badapadar to Kadaguma (OR-20-185)
4387.5
53
235959.75
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For 4th Year
0.12
29000
3480
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(A) L054-Badapadar to Kadaguma (OR-20-185)
7
740
5186.16
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For 4th Year
0.63
29000
18270
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(B) L049-Link Road to Palasapadar (OR-20-327)
2
2263
4526.96
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(A) L054-Badapadar to Kadaguma (OR-20-185)
52
340
17701.84
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(A) L054-Badapadar to Kadaguma (OR-20-185)
237.6
36
8560.73
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(A) L054-Badapadar to Kadaguma (OR-20-185)
-
-
-
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WBM Grading-III
-
-
-
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
6732
18
125417.16
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KM Stone
-
-
-
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(B) L049-Link Road to Palasapadar (OR-20-327)
4
739
2959.12
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(A) L054-Badapadar to Kadaguma (OR-20-185)
357
258
92455.86
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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 MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
-
-
-
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For 2nd Year
1.17
40900
47853
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
6732
53
361037.16
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For 5th Year
0.3
29000
8700
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(B) L049-Link Road to Palasapadar (OR-20-327)
2
2269
4539.78
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For 5th Year
0.63
29000
18270
... More
For 5th Year
1.17
74900
87633
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(A) L054-Badapadar to Kadaguma (OR-20-185)
-
-
-
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(A) L054-Badapadar to Kadaguma (OR-20-185)
750
11
8827.5
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Informatory Board 800x600 mm
-
-
-
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(B) L049-Link Road to Palasapadar (OR-20-327)
3060
18
57069
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(A) L054-Badapadar to Kadaguma (OR-20-185)
3
2267
6801.09
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Emergency works
(Work to be taken up as per the requirement & separate work order to be issued by PIU)
-
-
-
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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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
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Routine Maintenance (After Renewal Coat)
-
-
-
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(C) L053-PWD Road to Phulpadar (OR-20-188B)
3
2273
6819.6
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(B) L049-Link Road to Palasapadar (OR-20-327)
-
-
-
... More
(B) L049-Link Road to Palasapadar (OR-20-327)
2
2182
4364.3
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(A) L054-Badapadar to Kadaguma (OR-20-185)
4475.25
18
83642.42
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