Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 1,61,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_111742_9Bid Award Id
ViewTender No
CCERWCSBD Online - 23/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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3rd year
1.5
1538
2307.49
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5th year
1.5
3205
4808.41
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200 mm Stone
5
707
3535.7
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5th year
294.02
333
98152.7
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3rd year
80
10
877.44
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Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness as per direction of Engineer in charge
6000
8
49584
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4th year
85
10
932.28
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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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1st year
298.35
20
6214.63
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5th year
223.76
40
9131.65
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Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)
1302.95
1895
2469924.14
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4th year
216.3
40
8827.2
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5th year
1.5
1538
2307.49
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
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3rd year
272.24
333
90881.88
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9 of MORDand as per direction of Engineer in charge
289.05
818
236671.25
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1st year
37.29
412
15396.3
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Cutting of branches of trees 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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5th year
24
176
4226.59
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2nd year
9
1713
15418.89
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of Engineer in charge
5071.95
14
74101.19
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2nd year
193.93
40
7914.28
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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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2nd year
198.9
3
727.78
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3rd year
248.63
3
909.74
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge
-
-
-
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1st year
1.5
3205
4808.41
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2nd year
31
176
5459.35
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Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
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Construction of un-reinforced concrete pavement as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 coarse & 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 & 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 & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the Engineer in charge.
119.8
6719
804950.58
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4th year
1.5
1538
2307.49
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
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2nd year
108
32
3519.72
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Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
809.73
2570
2081087.07
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3rd year
23
176
4050.48
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1st year
149.18
40
6088.04
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1st year
132
10
1447.78
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5th year
9
1713
15418.89
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4th year
1.5
3205
4808.41
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HPC 1000 mm dia Single row
22.5
6281
141327.68
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5th year
298.35
3
1091.66
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4th year
41.77
412
17246
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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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
101
111
11223.12
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R.C.C. M25 in foundation raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
8.85
6583
58261.59
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Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
12
1257
15086.4
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
7.09
88140
625269.63
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800mm x600mm rectangular ( For Place Indentification)
2
2233
4466.5
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Maintenance Works
-
-
-
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3rd year
9
1713
15418.89
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Ordinary kilometer stone
3
2437
7311.72
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R.C.C. M25 in Sub structure raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
12
8797
105565.08
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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
-
-
-
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Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the Engineer in charge.
5304
28
152002.03
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
65.81
2027
133405.43
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Providing and fixing of typical CITIZEN INFORMATION BOARD with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of Engineer in charge
2
6472
12944.51
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Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
2.48
6606
16384.02
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4th year
23
176
4050.48
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Providing and fixing of semi 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 1701.3.9 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 1701.2.2 and as per direction of Engineer in charge
-
-
-
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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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
414.14
50
20847.81
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HPC 600 mm dia Single row
7.5
2841
21313.5
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4th year
343.1
20
7146.77
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Providing and laying semi dense bituminous concrete with 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, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) AR-175/47
126.8
10468
1327467.93
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5th year
108
32
3519.72
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5th year
43.26
412
17861.19
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4th year
108
32
3519.72
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Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer-in-Charge.
6087.95
200
1222947.4
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MORD as per direction of the Engineer in charge.
-
-
-
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1st year
217.8
333
72708.17
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1st year
248.63
3
909.74
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900mm equilateral triangle
12
2098
25187.16
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1st year
9
1713
15418.89
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1st year
108
32
3519.72
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2nd year
261.35
333
87246.47
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3rd year
1.5
3205
4808.41
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3rd year
108
32
3519.72
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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of Engineer in charge
5071.95
40
204196.71
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2nd year
126
10
1381.97
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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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3rd year
272.49
20
5675.97
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2nd year
1.5
3205
4808.41
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Plain cement concrete in Sub structure Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
630.23
5448
3434041.34
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3rd year
40.28
412
16630.81
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Providing and fixing of typical OMBADC informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of Engineer in charge
1
14015
14015.65
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2nd year
358.02
20
7457.56
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5th year
70
10
767.76
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4th year
283.13
333
94517.29
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3rd year
208.85
40
8523.17
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Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
-
-
-
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Providing and laying reinforced cement concrete pipe NP3 of1000mm dia. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
-
-
-
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providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of Engineer in charge
220
839
184784.6
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5th year
417.69
20
8700.48
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Providing supplying fitting fixing of Salitex Board on the expansion joints for the bridge works complete for finished item of work as per clause 2600 of MOST (4th Revision)/ IRC sp. 20 - 2002 and direction of the Engineer-in-charge.
16.15
1011
16338.47
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2nd year
38.79
412
16015.62
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4th year
9
1713
15418.89
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
919.1
270
248975
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4th year
248.63
3
909.74
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1st year
35
176
6163.78
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R.C.C. M25 in Super structure raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
59.18
9350
553365.55
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