Pradhan Mantri Gram Sadak Yojana Tender
... More
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Costs
EMD
₹ 26,65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Or-27-290 And Or-27-lb20/biii 2016-177
Description
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Contact
Tender Id
2019_CERWI_72180_1Bid Award Id
ViewTender No
SERWSCSBD Online - 19/2018-19Tender 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 of roadway in hard rock (requiring blasting) by drilling, blasting and breaking loading and disposal of cut rocks with all leads and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302 of MORD and as per direction of the Engineer-in-charge.
360.9
-
88.7
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Excavation of roadway in hard rock (blasting prohibited) by drilling, blasting and breaking loading and disposal of cut rocks with all leads and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302 of MORD and as per direction of the Engineer-in-charge.
240.6
-
222.84
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Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.
196.82
-
272.07
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Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge.
7253.66
-
160.52
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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge.
2100
-
17.82
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Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the engineer-in-charge.
5.82
-
455.48
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Providing,laying and Spreading soil on a prepared sub-grade,pulverising,adding the designed quantity of cement to the spread soil,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base as per Technical Specification clause 404.
495.72
-
728.8
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Providing,laying and Spreading soil on a prepared sub-grade,pulverising,adding the designed quantity of cement to the spread soil,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base as per Technical Specification clause 404.
459
-
994.1
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Construction of Granular Sub base by providing ,Moorum & Sand admixture spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401.
56.7
-
423.07
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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 & camber, applying & brooming, crushable screening/Stone Screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 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.
-
-
-
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i) Grading -II
39.38
-
1599.7
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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 & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 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.
4590
-
36.03
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Providing and laying surface dressing as wearing course consisting of a layer of Bituminous binder(S65) laid on the prepared surface, followed by a cover of crushed stone aggregates of 13.2 mm nominal size and rolling with three wheel 80-100 KN Static roller including cleaning the road surface as per Technical Specification clause 506.(First Coat Surface Dressing)
4590
-
86.08
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Providing and laying surface dressing as wearing course consisting of a layer of Bituminous binder(S65) laid on the prepared surface, followed by a cover of crushed stone aggregates of 9.5mm nominal size with Precoating of Chips with 1% of Bitumen by weight of Chips Crushed stone Chipping,9.5mm Size and rolling with three wheel 80-100 KN Static roller including cleaning the road surface as per Technical Specification clause 506.(Second Coat Surface Dressing)
4590
-
76.76
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Construction of Unreinforced 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 25 mm & using Plasticizer as approved, 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, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork 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, primer, sealant on the joint as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per Clause 1501 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.
84
-
4653.57
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Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 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.
86.39
-
426.64
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Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.
-
-
-
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600mm Dia. Single Row H.P. Culvert
15
-
2552.12
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1000mm Dia. Single Row H.P. Culvert
15
-
5855.78
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Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
35.73
-
3621.77
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Plain cement concrete (nominal mix 1:2.5:5) M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
179.35
-
3823.69
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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
75
-
141.21
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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 technical specification as per Clause 1200,1204.3.8 of MoRD and as per direction of the Engineer-in-Charge.
45
-
1582.46
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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.
2
-
8939.21
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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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For 900 mm Equolateral Triangle
5
-
1704.88
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For 600 mm Circular
4
-
1258.27
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For 600 mm x 450 mm Rectangular
2
-
1300.33
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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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Ordinary kilometer stone(Precast)
1
-
1648.15
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200 mm Stone(Precast)
6
-
477.57
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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.
175
-
438.83
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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.
2
-
14686.06
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LSB, OR-27-LB20
Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.as per direction of the Engineer-in-Charge
3347.24
-
272.07
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Levelling the hard rock surface for abutment and pier wells as per approved Drawing & Technical Specifications and as per Section 1200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
370.03
-
157.81
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Labour of sinking single cicular well casion/ cribwell of specified external diameter in all kinds of soil to lines levels & plumb by scoping out from inside the well & below the steining by chiselling, grabbing blasting (if required) etc, including cost of dredging chiseling, hammering, cutting with pick axes & corw bars, jack hammers or using any other modern devices for removing the rock i.e. methods of sinking inside rock strata, including cost of necesary tools & plants supply & work of pumps, gredgers & compressors, derrick, winches, cranes etc. ballings out of water & gredging removing all materials & obstacles from inside the wells by divers excluding pneumatic sinking with Air lock (however the use of exposives in removing & braking the rocks is probibited inside the well if steel, cladding has not been provided) & removing the materials & obstaces from inside the wells by divers & other mechanical devices inclusive of hire & running charges of all such machinery including materials & labour charges for providing kentledge loading if necessary & sinking to the required depth by loading with proper designed & preapproved weight & taking precautions adequately against tilting & shifting & dispiosal of the dredged materials away from the wells as per the direction of Engineer-in charge with all leads & lifts including islanding, providing foot bridges if necessary & including hire & running charges of all machenaries cost of all labour with all leads lifts complete in all repects including all incidental charges like temporary sand filling, top pluging of well etc. for safety of the structure during execution as directed by the Enginer-in charge. (Payment will only be made for sinking of the well & other items required for the well sinking operation is only incidental & no payment will be made for such items)
-
-
-
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A) In all kinds of Soil
-
-
-
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i) For 7.5m dia abutment wells
20
-
21263.41
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ii) For 6.5m dia. pier wells
90
-
17274.4
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b) Sinking in all kind of soil beyond 11m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
21539.7
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ii) For 6.5m dia. pier wells
9
-
17498.74
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b) Sinking in all kind of soil beyond 12m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
21816
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ii) For 6.5m dia. pier wells
9
-
17723.09
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b) Sinking in all kind of soil beyond 13m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
22092.3
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ii) For 6.5m dia. pier wells
9
-
17947.43
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b) Sinking in all kind of soil beyond 14m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
22368.59
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ii) For 6.5m dia. pier wells
9
-
18171.77
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b) Sinking in all kind of soil beyond 15m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
22644.89
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ii) For 6.5m dia. pier wells
9
-
18396.11
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b) Sinking in all kind of soil beyond 16m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
22921.18
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ii) For 6.5m dia. pier wells
9
-
18620.45
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b) Sinking in all kind of soil beyond 17m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
23197.48
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ii) For 6.5m dia. pier wells
9
-
18844.79
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b) Sinking in all kind of soil beyond 18m depth
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
23473.77
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ii) For 6.5m dia. pier wells
9
-
19069.13
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b) Sinking in all kind of soil beyond 19m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
23750.07
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ii) For 6.5m dia. pier wells
9
-
19293.47
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b) Sinking in all kind of soil beyond 20m depth
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
24026.36
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ii) For 6.5m dia. pier wells
9
-
19517.82
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b) Sinking in all kind of soil beyond 21m depth
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
24302.66
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ii) For 6.5m dia. pier wells
9
-
19742.16
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b) Sinking in all kind of soil beyond 22m depth
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
24578.96
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ii) For 6.5m dia. pier wells
9
-
19966.5
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b) Sinking in all kind of soil beyond 23m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
24855.25
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ii) For 6.5m dia. pier wells
9
-
20190.84
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b) Sinking in all kind of soil beyond 24m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
25131.55
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ii) For 6.5m dia. pier wells
9
-
20415.18
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b) Sinking in all kind of soil beyond 25m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
25407.84
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b) Sinking in all kind of soil beyond 26m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
25684.14
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b) Sinking in all kind of soil beyond 27m depth
-
-
-
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i) For 7.5m dia abutment wells
2
-
25960.43
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b) Sinking in all kind of soil beyond 28m depth
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
26236.73
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c) In Soft rock
-
-
-
... More
i) For 7.5m dia abutment wells
2.2
-
190063.52
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ii) For 6.5m dia. pier wells
11.7
-
142758.82
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C) In Hard rock
-
-
-
... More
i) For 7.5m dia abutment wells
1.2
-
383826.96
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ii) For 6.5m dia. pier wells
5.4
-
288296.69
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Providing concrete for plain concrete of M-15 in open foundations/Sub Structure/Superstructure complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
-
-
-
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(i) In foundation
305.1
-
3621.77
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R.C.C.M-20 Grade using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts etc complete.
-
-
-
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Well steining Beyond 3m
4436.65
-
6470.84
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RCC of design mix of M-250 grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
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Well curb
261.87
-
7724.21
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Well steining Upto 3m
609.27
-
6762.24
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Well caps
513.15
-
6762.24
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Abutment & pier shaft
589.73
-
5760.18
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Construction of R.C.C railling of M 25 grade in cast-in-situ with 20 mm nominal size aggreagate, true to line and grade, tolerance of vertical ralling 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 and as per the direction of the Engineer-in-charge
612
-
2419.99
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RCC of design mix of M-200 grade having specified characteristics compressive strength/ target mean strength of 200kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering ,shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
... More
Approach slab
31.02
-
4166.96
... More
RCC of design mix of M-300 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
... More
Abutment & Pier cap
29.63
-
6779.59
... More
Dirt walls
21.25
-
7741.57
... More
Super structure
1284.59
-
20690.59
... More
Road Kerb
44.64
-
8382.82
... More
Providing & laying cement concrete wearing course M 30 grade including reinforcement etc. complete as per drawing & MORD Technical Specification clause 800, 1000 & 1200 and as per direction of the Engineer-in-Charge .
172.13
-
9414.01
... More
Cement concrete with M-150+10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150 kg./cm2 with minimum quantity of cement as specified in IRC code in work tests on 150 mm. cubes at 28 days curing using cement as per CL 710-7 of IRC-78/1983 after mixing & tests conduct in accordance with IS 456 & IS-516 with crusher broken hard granite coarse aggregate of 40 mm. size down graded in conformity with clause-302.6.2 of IRC-21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using tremie pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm. thick with cost, conveyance royalty & other taxes of all materials, labour hire charges of all T&P & machineries required for the work complete in all respect. (in case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in-Charge).
-
-
-
... More
Bottom plugging
573.7
-
3741.37
... More
Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge.
-
-
-
... More
Top plugging
92.03
-
3455.56
... More
Supplying, fitting and placing HYSD bar for Foundation / Sub structure/ Superstructure , reinforcement complete as per drawings and technical specifications Clause 100 and 1202 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge..
-
-
-
... More
Substructure
2007.85
-
6092.14
... More
Superstructure
3023.39
-
6203.23
... More
Supplying & fitting fixing in position steel cutting edge as per approved design & drawing weighing not less than 80kg. per meter including steel cladding using M.S.Angles/ rods, plates bolts & nuts, rivets complete wherever necessary including bending to size & shape drilling holes riveting welding bolting etc. complete in all respects confirming to relevant IRC codes & ISI specification including cost conveyance & all taxes of all materials, labour & T&P & all machineries etc. required for the work with all leads & lifts complete in position in all respects (cutting edge to be placed at the level of the bottom of well cap indicated in Drg. or 150 mm. above L.W.L. as specified in the Drg. or as per written order of the Engineer-in-Charge.
942.2
-
7749.462
... More
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 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.
4418.58
-
426.64
... More
Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished)
768000
-
1.01
... More
Providing fitting & fixing expansion joints with M.S. Angles 75mm. X 75 mm. X 6 mm. at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MOST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
22.04
-
2220.63
... More
Fixing anchor bars upto 28mm. dia to the founding level at rock strata as per approved design including cost, conveyance & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bending, binding, tying the grills & placing in position as per specification & direction of Engineer-in-Charge.
1110
-
92.75
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specification clause 1302.Grouting approns and revetments 15cm deep with cement concrete(1:4:8) with 2.5cm broken granite metal including cost of all materials,labour,T&P required for the work etc.complete as per direction of the Engineer-in-Charge.
130
-
1089.16
... More
Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
85.12
-
141.21
... More
Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm 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.and as per the direction of the Engineer-in-charge
280
-
438.83
... More
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 technical specification as per Clause 1200,1204.3.8 of MoRD and as per direction of the Engineer-in-Charge.
56.58
-
1582.46
... More
Cement washing two coats including cost of all material and labour..
795.6
-
18.72
... More
Painting Cocrete surface provideing and applying two of water base cement paint.
275.4
-
31.91
... More
P.C.C.M-15 Grade in foundation bed with frame work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
32
-
3621.77
... More
Gravel backing to revetments as per approved Drawing & Technical Specifications and as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
65
-
613.22
... More
Routine Maintenance
Routine Maintenance after completion of construction works for 1 st year
1.34
-
67103.63
... More
Routine Maintenance after completion of construction works for 2 nd year
1.34
-
90335.78
... More
Routine Maintenance after completion of construction works for 3 rd year
1.34
-
94833.28
... More
Routine Maintenance after completion of construction works for 4 th year
1.34
-
107761.83
... More
Routine Maintenance after completion of construction works for 5 th year
1.34
-
121068.79
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