Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jan 2025
Closing Soon4 Feb 2025
Tender Amount₹ 1,28,45,000
Costs
EMD
₹ 2,57,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_138859_9Tender 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
... More
(B) Supalu to MV-89 (OR-20-227)
3000
10
32910
... More
(C) RD Road to MPV-08 (OR-20-230)
3260
10
35762.2
... More
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.
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
280.33
11
3299.48
... More
(B) Supalu to MV-89 (OR-20-227)
58.83
11
692.43
... More
(C) RD Road to MPV-08 (OR-20-230)
4920
11
57908.4
... More
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.
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
357.57
330
118176.89
... More
(B) Supalu to MV-89 (OR-20-227)
58.83
330
19438.61
... More
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.
-
-
-
... More
WBM Grading-III
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
115.31
2766
319046.63
... More
(B) Supalu to MV-89 (OR-20-227)
8.44
2794
23582.54
... More
(C) RD Road to MPV-08 (OR-20-230)
369
2794
1031037.66
... More
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.
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
63
36
2269.89
... More
(B) Supalu to MV-89 (OR-20-227)
63
36
2269.89
... More
(C) RD Road to MPV-08 (OR-20-230)
25.2
36
907.96
... More
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
-
-
-
... More
200 mtr Stone
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
8
725
5805.12
... More
(B) Supalu to MV-89 (OR-20-227)
6
725
4353.84
... More
(C) RD Road to MPV-08 (OR-20-230)
8
725
5805.12
... More
KM Stone
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
3
2525
7575.39
... More
(B) Supalu to MV-89 (OR-20-227)
3
2525
7575.39
... More
(C) RD Road to MPV-08 (OR-20-230)
3
2525
7575.39
... More
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)
-
-
-
... More
Informatory Board 800x600 mm
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
2
2229
4459.74
... More
(B) Supalu to MV-89 (OR-20-227)
2
2229
4459.74
... More
(C) RD Road to MPV-08 (OR-20-230)
2
2229
4459.74
... More
Cautionary Sign Board 600 mm Circular
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
4
2223
8893.84
... More
(B) Supalu to MV-89 (OR-20-227)
4
2223
8893.84
... More
(C) RD Road to MPV-08 (OR-20-230)
4
2223
8893.84
... More
Cautionary Sign Board 600 mm Triangular
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
8
2142
17136.96
... More
(B) Supalu to MV-89 (OR-20-227)
6
2142
12852.72
... More
(C) RD Road to MPV-08 (OR-20-230)
6
2142
12852.72
... More
Place Identification Board (600x600) mm
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
4
2377
9508.68
... More
(B) Supalu to MV-89 (OR-20-227)
2
2377
4754.34
... More
(C) RD Road to MPV-08 (OR-20-230)
2
2377
4754.34
... More
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.
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
62
893
55388.32
... More
(B) Supalu to MV-89 (OR-20-227)
90
893
80402.4
... More
(C) RD Road to MPV-08 (OR-20-230)
94
893
83975.84
... More
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).
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
480
258
124310.4
... More
(B) Supalu to MV-89 (OR-20-227)
300
258
77694
... More
(C) RD Road to MPV-08 (OR-20-230)
418
258
108253.64
... More
Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
81
438
35530.65
... More
(B) Supalu to MV-89 (OR-20-227)
17.82
438
7816.74
... More
(C) RD Road to MPV-08 (OR-20-230)
42.12
438
18475.94
... More
Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002.
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
13.5
1157
15619.5
... More
(B) Supalu to MV-89 (OR-20-227)
2.97
1157
3436.29
... More
(C) RD Road to MPV-08 (OR-20-230)
7.02
1157
8122.14
... More
Providing concrete for plain / reinforced concrete of M15 garde in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
-
-
... More
In Foundation
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
13.5
5892
79554.96
... More
(B) Supalu to MV-89 (OR-20-227)
2.97
5892
17502.09
... More
(C) RD Road to MPV-08 (OR-20-230)
7.02
5892
41368.58
... More
Upto Bed level
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
54
6065
327558.06
... More
(B) Supalu to MV-89 (OR-20-227)
17.33
6065
105121.87
... More
(C) RD Road to MPV-08 (OR-20-230)
40.95
6065
248398.2
... 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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge.
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
60
110
6630
... More
(B) Supalu to MV-89 (OR-20-227)
13.2
110
1458.6
... More
(C) RD Road to MPV-08 (OR-20-230)
31.2
110
3447.6
... More
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.
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
150
6880
1032018
... More
(C) RD Road to MPV-08 (OR-20-230)
138
6880
949456.56
... More
Periodic Renewal
-
-
-
... 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 MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
1537.5
55
84823.88
... More
(B) Supalu to MV-89 (OR-20-227)
112.5
55
6203.25
... More
(C) RD Road to MPV-08 (OR-20-230)
4920
55
271288.8
... 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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
6000
19
114840
... More
(B) Supalu to MV-89 (OR-20-227)
4500
19
86085
... More
(C) RD Road to MPV-08 (OR-20-230)
4920
19
94119.6
... More
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).
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
150
11213
1681957.5
... More
(B) Supalu to MV-89 (OR-20-227)
112.5
11208
1261011.38
... More
(C) RD Road to MPV-08 (OR-20-230)
123
11208
1378705.77
... More
Emergency works
(Work to be taken up as per the requirement & separate work order to be issued by PIU)
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
2
232048
464096.38
... More
(B) Supalu to MV-89 (OR-20-227)
1.5
142840
214261.32
... More
(C) RD Road to MPV-08 (OR-20-230)
2.1
233051
489409.01
... More
Routine Maintenance (After Renewal Coat)
-
-
-
... More
BT Pavement
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
-
-
-
... More
For 1st Year
1.6
34700
55520
... More
For 2nd Year
1.6
40900
65440
... More
For 3rd Year
1.6
58100
92960
... More
For 4th Year
1.6
66900
107040
... More
For 5th Year
1.6
74900
119840
... More
(B) Supalu to MV-89 (OR-20-227)
-
-
-
... More
For 1st Year
1.2
34700
41640
... More
For 2nd Year
1.2
40900
49080
... More
For 3rd Year
1.2
58100
69720
... More
For 4th Year
1.2
66900
80280
... More
For 5th Year
1.2
74900
89880
... More
(C) RD Road to MPV-08 (OR-20-230)
-
-
-
... More
For 1st Year
1.64
34700
56908
... More
For 2nd Year
1.64
40900
67076
... More
For 3rd Year
1.64
58100
95284
... More
For 4th Year
1.64
66900
109716
... More
For 5th Year
1.64
74900
122836
... More
CC Pavement
-
-
-
... More
(A) L082- SH25 to Urmaguda (OR-20-222)
-
-
-
... More
For 1st Year
0.4
29000
11600
... More
For 2nd Year
0.4
29000
11600
... More
For 3rd Year
0.4
29000
11600
... More
For 4th Year
0.4
29000
11600
... More
For 5th Year
0.4
29000
11600
... More
(B) Supalu to MV-89 (OR-20-227)
-
-
-
... More
For 1st Year
0.3
29000
8700
... More
For 2nd Year
0.3
29000
8700
... More
For 3rd Year
0.3
29000
8700
... More
For 4th Year
0.3
29000
8700
... More
For 5th Year
0.3
29000
8700
... More
(C) RD Road to MPV-08 (OR-20-230)
-
-
-
... More
For 1st Year
0.46
29000
13340
... More
For 2nd Year
0.46
29000
13340
... More
For 3rd Year
0.46
29000
13340
... More
For 4th Year
0.46
29000
13340
... More
For 5th Year
0.46
29000
13340
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