Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_83131_7Bid Award Id
ViewTender No
CCERWCSBD-Online 29/2022-23Tender 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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Earth work in cutting in all kinds of soil withi all leads & lifts including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
7202.61
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260.5
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Excavation in Hard Rock (Requiring blasting) with disposal up to 1000m excavation for roadway in hard rock(required blasting) by drilling,blasting and breaking,trimming of boottom and side slopes in accordance with requirements of lines,grades and cross section,loading and disposal of cut rock with a lift upto 1.5m and leads upto 1000m as per direction of the Engineer-in-charge.
7202.61
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350.14
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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).
16014.6
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28.76
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Construction of Soil aggregate base / sub base by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per MORD Technical Specification Clause 400.1as per direction of Engineer-in-Charge.
4437.88
-
453.47
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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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-
-
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GR-II with Stone Screenings
1807.32
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1902.14
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GR-III with Stone Screenings
1692.57
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2022.6
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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 sparying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specification Clause 502.
22567.5
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37.73
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Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503.
22567.5
-
19.24
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Providing,laying and rolling of opengraded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates with batch type hot mix plant and using 60/70 penetration grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a smmoth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 511 of MoSRT&H Specifications for Road & Bridge Works(4th Revision).
22567.5
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180.69
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Providing and laying 6mm thick precoated seal coat Type-B using 0.06cum of 6.7mm size chips and 6.80kg of 60/70 penetration grade of bitumen for 10sqm with 100-120 TPH
22567.5
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75.38
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Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
18600
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17.74
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Construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
275.4
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5403.63
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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.
4745.77
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199.58
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Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9 and as per direction of Engineer-in-Charge.
609.04
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340.7
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
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-
-
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PCC M-15 in Foundation
1534.01
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4111.46
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PCC M-15 in Sub-Structure
2194.9
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4214.6
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Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
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-
-
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600 mm dia
15
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2347.91
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1000 mm dia
67.5
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5765.65
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Providing and laying reinforced cement concrete in M25 as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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-
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In Foundation
412.78
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5279.71
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In Sub-Structure
323.4
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6840.83
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In Super Structure
426.23
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7534.82
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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
-
-
-
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In Super Structure
1047.17
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9028.66
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Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete.
53.16
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5297.94
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
209.5
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2147.97
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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
710
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105.29
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Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
915
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1301.84
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
381.4
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1643.38
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Providing and fixing of typical PMGSY 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
3
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9170.98
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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 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.
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-
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600mm equilateral triangle
30
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1678.64
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600 mm Circular
35
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1754.33
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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5th Kilometer stone (Precast)
3
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3118.18
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Ordinary kilometer stone(Precast)
18
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1838.06
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200 mm Stone(Precast)
60
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565.91
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Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD.
162
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560.47
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Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
3
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10998
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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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-
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1st Year
1201.47
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303.83
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2nd Year
1441.76
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303.83
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3rd Year
1682.06
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303.83
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4th Year
1922.35
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303.83
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5th Year
2162.65
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303.83
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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
1701
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37.21
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2nd Year
2041.2
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37.21
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3rd Year
2381.4
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37.21
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4th Year
2721.6
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37.21
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5th Year
3061.8
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37.21
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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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1st Year
18.9
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14.75
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2nd Year
22.68
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14.75
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3rd Year
26.46
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14.75
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4th Year
30.24
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14.75
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5th Year
34.02
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14.75
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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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1st Year
37.8
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284.16
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2nd Year
45.36
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284.16
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3rd Year
52.92
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284.16
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4th Year
60.48
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284.16
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5th Year
68.04
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284.16
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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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1st Year
40.38
-
131.68
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2nd Year
51.6
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131.68
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3rd Year
62.7
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131.68
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4th Year
74
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131.68
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5th Year
85
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131.68
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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
252
-
8.08
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2nd Year
252
-
8.08
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3rd Year
252
-
8.08
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4th Year
252
-
8.08
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5th Year
252
-
8.08
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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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1st Year
1954.26
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2.7
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2nd Year
2345.11
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2.7
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3rd Year
2735.96
-
2.7
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4th Year
3126.82
-
2.7
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5th Year
3517.67
-
2.7
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