Rural Development Department Tender
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Costs
EMD
₹ 6,722Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_107038_50Bid Award Id
ViewTender No
SE/RW/Jls- 04/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Clearing grass & removal of rubbish upto a distance of 50m including cost of all labour T&P etc. required for the work complete to shape as per direction of the Engineer-in-charge.
2400
2
6576
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Providing, laying, spreading and compacting hard granite (hard broken) stone aggregates of 63mm size to water bound macadam (Grade-III) 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 binding materials to fill up the interstices of coarse aggregate, watering and compacting to therequired density specification with cost,conveyanee, royalty, taxes of all materials, labour, T&P hire charges of PRR etc. complete and as per direction of Engineer-in-charge.
4.63
4855
22479.11
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Labour for scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 75mm thick built up spray grouting in two layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge
182.22
431
78682.6
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Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502.of (MORD) specification & as per direction of the Engineer-in-charge.
61.73
35
2179.07
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Providing and applying tack coat with 60/70 grade Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503of (MORD) specification & as per direction of the Engineer-in-charge.
646.73
12
8342.82
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Providing & laying 20mm thick premix carpet using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg. penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR, hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles, cost, conveyance, royalty, taxes of all materials and bitumen etc. complete as per specification and direction of the Engineer-in-charge
646.73
249
161035.77
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Providing 6 mm thick precoated seal coat type -B using 0.06 cum of 6.7 mm size chips & 6.8 kg of bitumen per 10sqm including consolidation with PRR, cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.
646.73
96
62668.14
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Earth work in excavation of foundation in hard soil with all leads and lifts and to required depth including dressing and levelling the bed and depositing the excavated materials away from work site etc.complete as per direction of the Engineer-in-charge.
12.6
270
3413.34
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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 as per section 600,700&1200 of MORD & as per direction of the Engineer-in-Charge
9
110
995.04
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Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per direction of the Engineer-in-charge.
0.23
4067
935.5
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Earth work in hard soil by mechanical means beyond initial lead and lift and to required depth including rough dressing & breaking clods to maximum 5cm to 7 cm, laying in layers not exceeding 0.3 mt. in depth including labour, T & P, royality all taxes etc complete as per direction of the Engineer-in-charge.
241.15
389
94024.39
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roviding and fixing mild steel informatory sign board 0.9m x 0.6m size M.S. plate with 1 No square bar / angle iron post along with excavation, PCC in post, painting & lettering etc. complete to shape as per direction of the Engineer-in-charge.
1
5564
5564.8
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