Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 7,96,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_102153_3Bid Award Id
ViewTender No
CCERWCSBD Online - 67/2023-24Tender 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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Excavation for road way in hard rock (requiring blasting) by drilling, blasting and breaking, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment locations with all lifts & leads up to 1000m.as per approved Drawing & Technical Specifications and as per Clause - 301 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
332.27
97551
293.59
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per approved Drawing & Technical Specifications and as per Section 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
216.85
1174667
5416.96
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P.C.C.M-15 Grade in Foundation of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
1932.09
10346651
5355.16
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Providing and laying R.C.C M-25 grade as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 & 2100 of MoRT&H specifications for Road & Bridge works (5th Revision) and & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
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In Foundation
187.86
1247508
6640.63
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In Substructure
151.86
1416076
9324.88
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In superstructure
167.54
1374531
8204.2
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Providing and laying R.C.C M-30 grade as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 & 2100 of MoRT&H specifications for Road & Bridge works (5th Revision) and & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
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In Foundation
490.05
3267638
6667.97
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In Substructure Abutment / Pier Shaft
298.09
2920173
9796.28
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In Substructure Abutment/ Pier Cap & corbel
12.57
125225
9962.29
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In Substructure Dirt Wall
2.65
26415
9968.11
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RCC M-25 Grade in Railing including cost of all materials, labour charges for machineries, T&P charges for suspended type staging/ centering & shuttering , suppoerted on girders with M.S bracket arrangement for cantilever portion including charges for all materials and labour for centering shuttering etc. complete direction of Engineer-in-charge
9.5
91355
9616.39
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RCC M-25 Grade in Deck Slab including cost of all materials, labour charges for machineries, T&P charges for suspended type staging/ centering & shuttering , suppoerted on girders with M.S bracket arrangement for cantilever portion including charges for all materials and labour for centering shuttering etc. complete direction of Engineer-in-charge
347.14
3338233
9616.39
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Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 1600 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
184.87
16026661
86691.52
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R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
15.26
200980
13170.38
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Providing reinforced cement concrete crash barrier at the edges of road, approaches to bridge structures and medians,constructed with M40 grade concrete with HYSD reinforcement conforming to IRC :21 and dowel bars 25mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure and installed as per design given in the MOST circular No RW/NH-33022/1/94-DO III dated 24th June,1994 and as per dimensionsin the approved drawing and at locations directed by the Engineer.
81.36
366945
4510.15
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Providing and laying 6 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.
403.88
525649
1301.5
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
403.88
3812
9.44
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
20.19
159880
7918.81
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Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
32
26095
815.47
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Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
195
17345
88.95
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R.C.C. M-30 grade in approach slab including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
15.12
167214
11059.14
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Cement painting two coats over a coat of cement wash of approved shade for finished item of workas per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. .
574.2
31948
55.64
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Painting two coats with synthetic enamel paint of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. .
191.88
14013
73.03
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Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
234.56
208706
889.78
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Rough stone dry packing in aprons and revetments with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
745.22
1194565
1602.97
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Providing and laying of filter media/metal spall backing using 45mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
48.77
112565
2308.09
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Sand)
81.28
72306
889.6
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Laying of NP4 Hume Pipe of 1000mm dia. for pipe culverts as per approved Drawing & Technical Specifications and as per Section -2900 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
112.5
829949
7377.33
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
36686.7
236629
6.45
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
5503.01
195907
35.6
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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 of table 300-2) and as per Clause -305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
7116.9
252934
35.54
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 and as per Clause -305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
16103.2
3260092
202.45
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Providing compacted granular materials in shoulder by using moorum having required P.I. value with sand admixture if required as per approved Drawing & Technical Specifications and as per Clause - 407 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
1285.75
932618
725.35
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Construction of granular Sub-base by providing Coarse graded Granular sub-base Grading-II material as per table 400-1 ,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoRT&H Specifications for road & Bridge works(4th. Revision) .
5499.79
11196032
2035.72
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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 well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works.(Latest Revision)
3409.38
7390922
2167.82
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Providing and applying prime coat with slow setting bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
22729.19
692331
30.46
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Providing and applying tack coat with rapid setting bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom.
22729.19
254339
11.19
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Providing 25mm thick S.D.B.C. using crushed stone Gr.-2 materials & 60 / 70 penetration grade of bitumen as per approved Drawing & Technical Specifications and as per Clause -508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
568.23
5041609
8872.48
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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering & Technical Specifications and as per Clause - 307 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
32044.1
838594
26.17
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Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single/double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road & bridge works (5th revision) & as directed by Engineer in charge.
-
-
-
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90 cm Equilateral traingle
10
52751
5275.12
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60 cm Circular
11
52034
4730.37
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80 cm x 60 cm rectangular
4
25328
6332.09
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90 cm high octagon
6
47358
7893.14
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Reinforced cement concrete M-15 grade 5th km stone of standard design as per IRC:8-1980 fixing in position including painting & printing etc as per Clause - 800 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
2
7504
3752.2
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Reinforced cement concrete M-15 grade ordinary km stone of standard design as per IRC:8-1980 fixing in position including painting & printing etc as per Clause - 800 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
5
11316
2263.36
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Reinforced cement concrete M-15 grade hectometer stone of standard design as per IRC:8-1980 fixing in position including painting & printing etc as per Clause - 800 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
24
15806
658.61
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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 Enginee
-
-
-
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1st year
372.92
106215
284.82
... More
2nd year
579.8
165138
284.82
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3rd year
758.88
216144
284.82
... More
4th year
1008.89
287352
284.82
... More
5th year
1017.19
289715
284.82
... More
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
-
-
-
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1st year
10
14054
1405.42
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2nd year
10
14054
1405.42
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3rd year
10
14054
1405.42
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4th year
10
14054
1405.42
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5th year
10
14054
1405.42
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Maintenance of Slab CulvertsCulvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
-
-
-
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1st year
4
10585
2646.36
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2nd year
4
10585
2646.36
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3rd year
4
10585
2646.36
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4th year
4
10585
2646.36
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5th year
4
10585
2646.36
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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
-
-
-
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1st year
5.8
7424
1280.01
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2nd year
5.8
7424
1280.01
... More
3rd year
5.8
7424
1280.01
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4th year
5.8
7424
1280.01
... More
5th year
5.8
7424
1280.01
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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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1st year
152.25
48552
318.9
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2nd year
252.25
80442
318.9
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3rd year
456.75
145657
318.9
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4th year
883
281588
318.9
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5th year
883
281588
318.9
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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
652.5
28083
43.04
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2nd year
652.5
28083
43.04
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3rd year
1653
71145
43.04
... More
4th year
1305
56167
43.04
... More
5th year
1305
56167
43.04
... More
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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1st year
652.5
10015
15.35
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2nd year
652.5
10015
15.35
... More
3rd year
1653
25373
15.35
... More
4th year
1305
20031
15.35
... More
5th year
1305
20031
15.35
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
... More
1st year
30
924
30.83
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2nd year
80
2466
30.83
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3rd year
71
2188
30.83
... More
4th year
653.81
20156
30.83
... More
5th year
447.51
13796
30.83
... More
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
-
-
-
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1st year
5.8
4431
764.13
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2nd year
5.8
4431
764.13
... More
3rd year
5.8
4431
764.13
... More
4th year
5.8
4431
764.13
... More
5th year
5.8
4431
764.13
... More
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.
-
-
-
... More
1st year
29
4018
138.57
... More
2nd year
29
4018
138.57
... More
3rd year
29
4018
138.57
... More
4th year
29
4018
138.57
... More
5th year
29
4018
138.57
... More
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.
-
-
-
... More
1st year
232
1981
8.54
... More
2nd year
232
1981
8.54
... More
3rd year
232
1981
8.54
... More
4th year
232
1981
8.54
... More
5th year
232
1981
8.54
... More
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
-
-
-
... More
1st year
1566
4463
2.85
... More
2nd year
1566
4463
2.85
... More
3rd year
1566
4463
2.85
... More
4th year
1566
4463
2.85
... More
5th year
1566
4463
2.85
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