Rural Development Department Tender
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Refer Documents
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Contact
Tender Id
2021_CERWI_112830_87Bid Award Id
ViewTender No
TenderOnline CC-20 of 2021Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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By Manual means
7580.64
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Construction of Soil Aggregrate Sub-base by providing well graded material of nominal maximum size grading 20mm as per Table 2.3 of IRC SP-77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2,3.6 and 3.7 of IRC SP-77-2008 and as per direction of the Engineer-in-Charge.
2177.26
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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by mechanical means and as per direction of the Engineer-in-Charge.
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i) Grading No.-2 with Stone screening
1171.26
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ii) Grading No.-3 with Stone screening
743.76
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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 spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD and as per direction of the Engineer-in-Charge.
9916.81
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous primed surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of the Engineer-in-Charge.
9916.81
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means i.e., without paver finisher & as per direction of the Engineer-in-Charge.
9916.81
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by manual means I.e., without chips spreader & as per direction of the Engineer-in-Charge.
9916.81
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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification as per clause 1501and direction of Engineer in Charge.
168.75
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Construction of un-reinforced, plain cement Panelled (0.5m x 0.5m) 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, mixed in a concrete mixer of not less than 0.2 cum capacity 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 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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification as per clause 1501and direction of Engineer in Charge.
247.5
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Earthwork in excavation of foundation of structures upto 3 m depth in ordinary soil as per drawing and technical specification Clause 305.1(11.1) includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling with approved material and as per direction of the Engineer-in-Charge.
496.19
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Providing and constructing well compacted drainage layer above the subgrade of road work with approved quality of dust free washed coarse to medium sand as per item 5.8 of SP-20 and technical specification and as per direction of the Engineer-in-Charge.
69.26
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Providing and laying reinforced cement concrete pipe NP3 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 of MoRD & as per direction of the Engineer-in-Charge.
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1000 mm dia HPC Single Row
30
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1000 mm dia HPC Double Row
7.5
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per direction of the Engineer-in-Charge.
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P.C.C grade M 10 (Nominal mix 1:3:6)
7.82
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P.C.C grade M 15,Nominal mix 1:2.5:5
76.55
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Providing Plain/reinforced cement concrete in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MoRD as per direction of the Engineer-in-Charge.
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P.C.C grade M 15,Nominal mix 1:2.5:5
440.98
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P.C.C grade M 20 (Nominal mix 1:2:4)
10.69
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 of MoRD as per direction of the Engineer-in-Charge.
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R.C.C. grade M 25
18.41
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 and 1202 of MoRD as per direction of the Engineer-in-Charge.
13.25
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 & 1202 of MoRD as per direction of the Engineer-in-Charge.
11.64
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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 technical specification Clause 614,709 &1204.3.7 of MoRD and as per direction of the Engineer-in-Charge.
204
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Providing and laying filter media with hard granite stone 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 1204.3.8 of MoRD and as per direction of the Engineer-in-Charge.
18
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Providing and laying pitching on slopes/ boulder apron for bed protection, laid over prepared filter media using 30cm and above size black hard granite stone boulder of approved quality from approved quarry as per drawing and technical specification clause 1302 including cost of all materials ,labour,T&P required for the work etc.complete as per specification and direction of the Engineer-in -Charge.
2.4
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Providing and fixing 20mm thick compressible fibre board in expansion joint with cost & conveyance of all materials etc. complete as per drawing and technical specification of MoRD and as per direction of the Engineer-in-Charge.
15
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Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge.
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i) Ordinary kilometer stone(Precast)
5
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ii) 200 m Stone(Precast)
12
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Providing & fixing guard stones of M-15 grade guard /boundary stone /local stone of standard design as per IRC-25 fixed position as per drawing and Technical Specifications MORD clause 1704 and as per direction of Engineer-in-Charge.
48
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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 drawing Clause 1701 and Annexure 1700 of MoRD as per direction of the Engineer-in-Charge.
3
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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 mm 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 drawing Clause 1701 and Annexure 1700.1
3
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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
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900mm equilateral triangle (Curve, School & Others)
5
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600mm circular (Speed Limit)
10
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message,letters,figures,with reflective engineering grade tape as per MORD specifications of requied shade and colour as per clause no. 1701 of MORD specification for Rural roads as per direction of the Engineer-in-Charge.
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Intermediate logo
2
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BRIDGE
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Earth work in ordinary soil within 50m initial lead and 1.5m initial lifts including rough dressing and breaking clods to max 5cm to 7cm and laying in layers not exceeding 3m in depth etc. complete as per specification &direction of the Engineer-in-Charge including cost of all labour & T&P articles required for the work etc.complete in all respect.
548
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Labour of sinking single circular well casing/ cubwell 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 & crow 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 & working 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 explosives in removing & braking the rocks is prohibited inside the well if steel, cladding has not been provided) & removing the materials & obstacles 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
11.52
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B) In Soft rock
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i) For 7.5m dia abutment wells
2.89
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C) In Hard rock
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i) For 7.5m dia abutment wells
1.2
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per direction of the Engineer-in-Charge.
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P.C.C grade M 15,Nominal mix 1:2.5:5
49.24
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Providing Plain/reinforced cement concrete in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MoRD as per direction of the Engineer-in-Charge.
-
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P.C.C grade M 15,Nominal mix 1:2.5:5
171.63
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R.C.C. 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 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/RC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded size proportioin as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportiion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering, finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance, royaltities of all materials 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 straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works.
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Well curb
50.1
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Well caps
158.8
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Well Steining
122.6
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Abutment & Pier shafts
116.02
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Railing & Post
76.6
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Wing wall,Tie beam, Columns & Cantileverl
103.8
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R.C.C. 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 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/RC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded size proportioin as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportiion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering, finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance, royaltities of all materials 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 straighthening, cutting, bending, binding, welding & tying the grills lapping, splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works) etc. complete as per specification and direction of Engineer-in-Charge.
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Well Steining
232.68
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R.C.C. 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 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm and down graded 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 including hoisting, lowerring & laying cocrete 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 whereever necessary including cost, conveyance, royaltities of all materials, cost of all labour, T&P & machinaries 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 straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works.
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Approach Slab
18.09
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Road Kerb
5.26
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Abutment & pier caps
5.96
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Dirt wall
13.01
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Superstructure(Soffit slab)
127.94
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Wearing Coat
21.54
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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 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).
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Bottom Plugging
146.81
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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 of all materials, labour charges, machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge.
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Top Plugging
23.77
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Supplying, fitting and placing HYSD bar reinforcement substructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
329.54
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Supplying, fitting and placing HYSD bar reinforcement superstructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
400.95
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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 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, royalty 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.)
177.56
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Supplying & filling good clean river sand inside the well/approach road including watering to complete saturation & raming complete with all leads & lifts including cost, conveyance royality of all materials & cost of all labour & T&P reuired for the work complete (measurement will be taken for compacted section only) as per specification and direction of Engineer-in-charge.
205.46
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Supplying, fitting, fixing in position Neopreme 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,royalty 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)
76800
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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.
15.9
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Fixing anchoring bars upto 25mm to 38mm dia to the foundation of piers and abutments after drilling holes grouting with cement or cement mortar as per approved propertion etc. all complete but excluding cost of rod including cost, conveyance of all the materials, labour charges, T&P etc. required for the work complete in all respect as per specification & direction of the Engineer-in Charge
165
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Levelling the Hard rock surface under wells for piers, abutment and wings under water including cost, conveyance of all the materials, labour charges, T&P etc. required for the work complete in all respect as per specification & direction of the Engineer-in Charge.
82.95
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Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials, labour charges & T&P etc. required for the work complete as directed by the Engineer-in-Charge.
14
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Rough stone dry packing in aprons and revetments of designed thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty of all materials and labour, T&P etc. required for the work complete in all respects (the weight of each stone shall not be less than 30kg) as per specification and direction of Engineer-in-charge.
344.06
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Providing weepholes in brick masonry / stone masonary , plain / reinforced concrete abutment wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1 (V) :20(H) towards drawing face complete as per drawing and techinical specificaiton and the direction of the Engineer-in-Charge
143
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Supplying and fixing of RCC Guard post of 150 mm dia and 1M long in RCC (1:2:4) using 12 mm size black hard granite crusher broken chips of approved quality from approved quarry including centering, shuttering, watering, curing and ramming with cost, conveyance, royalty of all materials inlcuding cost, conveyance of MS/ TS rod, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge.
20
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Cement washing two coats over new plaster / concrete surface of the walls of the piers & abutments etc. including cost of all materials, labour charges, T&P etc. required for the work complete as per direction of the Engineer-in-Charge.
372
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Painting two coats of water proof cement paint of approved colour, shade and quality to exterior plaster surface walls over a coat of primer of approved quality in all floors and all heights including preparing the surface, watering and curing with cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge.
106.72
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Back filling with granular material by using moorum behind the abutment and wing wall including cost, conveyance and royality of all materials & cost of all labour & T&P reuired for the work complete (measurement will be taken for compacted section) as per specification and direction of Engineer-in-charge.
229.5
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Providing and laying 600mm thick filtermedia with hard granite stone aggregates of 45mm size as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall as per clause no 1204.3.8 of MoRD specification including cost, conveyance, royalty of all materials, labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.
64.1
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. & as per direction of the Engineer-in-Charge.
500
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Construction of embankment with approved material obtained from borrow pits and transporting to site with all lifts & leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto (1000m-2000m) as per Technical Specification Clause 301.5 of MoRD & as per direction of the Engineer-in-Charge.
2230.54
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Construction of Soil Aggregrate Sub-base by providing well graded material of nominal maximum size grading 20mm as per Table 2.3 of IRC SP-77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2,3.6 and 3.7 of IRC SP-77-2008 and as per direction of the Engineer-in-Charge.
90.88
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Earthwork in excavation of foundation of structures upto 3 m depth in ordinary soil as per drawing and technical specification Clause 305.1(11.1) includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling with approved material and as per direction of the Engineer-in-Charge.
57.6
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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by mechanical means and as per direction of the Engineer-in-Charge.
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i) Grading No.-2 with Stone screening
28.13
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ii) Grading No.-3 with Stone screening
28.13
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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 spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD and as per direction of the Engineer-in-Charge.
375
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous primed surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of the Engineer-in-Charge.
375
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means i.e., without paver finisher & as per direction of the Engineer-in-Charge.
375
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by manual means I.e., without chips spreader & as per direction of the Engineer-in-Charge.
375
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Routine Maintenance
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Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
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For 1st Year
3.5
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For 2nd Year
3.5
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For 3rd Year
3.5
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For 4th Year
3.5
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For 5th Year
3.5
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