Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_73325_5Bid Award Id
ViewTender No
Bridge Online NCB No.324Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken hard granite broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
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-
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A. In Foundation (With Dewatering)
136.04
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4745.1
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B. Above Foundation (With Dewatering & Shuttering)
17.75
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4848.3
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C. In Substructure (Without Dewatering but including Shuttering)
27.61
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4792.3
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Cement concrete of M15 with 20mm size & 10mm size hand broken granite chips of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
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-
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A. In Foundation (With Dewatering)
50.38
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5200.14
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B. Above Foundation (With Dewatering & Shuttering)
339.17
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5303.28
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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/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm 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 & using minimum quantity of cement confirming to codal provision 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 and all other materials etc. complete as per direction of Engineer-in-charge.
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A. Deck Slab
265.57
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7388.19
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B. Kerb
13.21
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6694.83
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C. Guard Posts & Railing
7.43
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8021.52
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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 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 & using minimum quantity of cement confirming to codal provision 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 etc. complete as per direction of Engineer-in-charge.
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A. In Foundation (With Dewatering)
306.25
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5675.98
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B. Abutments & Piers (With Dewatering)
70.52
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6994.52
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C. Abutments & Piers (Above Bed)
372.06
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6938.59
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D. Abutments & Pier Cap
10.73
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8021.52
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E. Dirt Wall
2.48
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9105.6
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F. Cantilever Wing Wall
4.87
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10874.47
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G. Approach Slab
17.1
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6275.4
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H.Wearing Coat
28.45
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5833.01
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Supply of HYSD bars confirming to grade Fe-415 cutting bending, binding, lapping, spalicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grils & placing in position as requirec for RCC works as per the approved design, hoisting, lowering & laying in postion including cost & conveyance of tor steel & binding wires of 18 to 20 gauge (as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) (standard Co-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987 etc. complete as per direction of Engineer-in-charge.
1224.45
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9092.15
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Providing& laying 600mm. thick filter media in the rear of abutment & wing walls with 45mm. size & down graded clean hand broken granite metal of approved quality from approved quarry with smaller size towards soil & bigger size towards wall & providing over the entire surface behind the abutment, wing wall, return wall to the full height complete to firm condition complete as per drawing and technical specification clause 2504 of MORTH & direction of the Engineer-in-Charge including cost,conveyance royality & taxes of all labour, materials T&P articles required for the work etc. complete as per direction of Engineer-in-charge.
39.15
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1865.76
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Providing ,fitting, fixing Strip Seal Expansion joint as per MORT&H specification and as per direction of Engineer-in-charge.
37.5
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9225.97
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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 and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
554.49
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1566.44
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Backfilling with Sandy material behind the abutment, wing wall and retaining wall including watering and ramming with cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.
651.95
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678.82
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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
364.8
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143.86
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Providing C.I. grating holes size upto 15cm dia. for each drainage of water including cost of all materials etc. complete as per direction of Engineer-in-charge.
24
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43.89
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Providing & aplying 2 coats of enamel water based cement paint over one coat of primer to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence & applying paint
111.58
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46.71
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Providing & painting plastic Emulsion paint coat including cost, conveyance, royality etc complete as per direction of Engineer-in-charge
231.84
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109.51
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Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling & trees girth upto 300 mm , removal of stumps of trees cut earlier 7 disposal of un service material to be used for auctioned up to a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness etc. complete as per direction of Engineer-in-charge.
4200
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5.76
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Earth work for embankment in all kinds of soil inclusive cost of borrow soil with all leads & lifts spreading on layers bringing to moisture content and compacting to OMC condition as per specification and direction of E.I.C.
5819
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136.71
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Providing & filling with sand including cost, conveyance, royality etc complete as per direction of Engineer-in-charge
478.34
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362.62
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Construction of Gravel Sub Base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRCSP 77-2008 dpreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by place in method at OMC with tractor mount appropriate rotavator attachment & compaction with 3 wheel 80-100 KN static roller capacity to achieve the desired density complete as per specification contained in para 2.2,3.6&of IRCSP 77-2008
388.88
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743.69
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Providing laying spreading and compacting stone aggregates of sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber applying requisite type of screening materials to fill up the interstices watering and compacting to required density etc. complete as per direction of Engineer-in-charge.
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-
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(a) Grading II (Using moorum or gravel)
180.94
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2178.87
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(b) Grading III (Using moorum or gravel)
180.94
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2252.49
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Providing and applying Priming coat including cost, conveyance, royality of all materials etc complete as per direction of EIC
2575
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38.43
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Providing and applying Tack coat with Bitumen Emulsion using Emulsion presuure Distributor @ 0.20 kg per m2 on the prepared bituminous/ Granular surface cleaned with mechanical Broom as per clause 503 of MoSRT&H Specifications for Road & Bridge work ( 4th Revision) including cost, conveyance, royality of all materials etc complete as per direction of EIC
2575
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12.15
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Providing ,laying & rolling of open graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates with batch type hot mix plant & using 60/70 penetration grade & level to serve as wearing course on apreviously prepared base including all cost , carriage, royality & hire & running charges etc complete.
2575
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191.05
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Providing &laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6.7 mm size chips & 6.8 Kg of 60/70 penetration grade of bitumen for 10 sqm including hire & running charges of PRR ,Hot mix plant ,tar boiler & all other materials etc. complete as per direction of Engineer-in-charge.
2575
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79.06
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Fine dressing turfing the slopes of the dam or dyke with compact dub-grass with all lead and lift and as per direction of the department.
1692
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18.7
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Supplying &fixing 15 cm dia RCC Guard post including cost, conveyance, royality etc complete
80
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746.79
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Cement concrete of M15 with 20mm size & 10mm size hand broken granite chips of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
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In Foundation
28.34
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5247.34
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In Substructure
194.34
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5247.34
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