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_74817_3Bid Award Id
ViewTender No
Bridge Online NCB No.330Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Earthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
1680.27
-
263.85
... More
Plain Cement Concrete (1:3:6) using 40mm down graded chips in Foundation and Plinth etc. complete as per the direction of Engineer-in-Charge.
79.21
-
5023.3
... More
Plain Cement Concrete M15 Grade using 40mm down graded chips in Foundation and Plinth etc. complete as per the direction of Engineer-in-Charge.
528.62
-
4746.02
... More
Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in Foundation and Plinth etc. complete as per the direction of Engineer-in-Charge.
-
-
-
... More
Foundation
312.66
-
5919.25
... More
Abutment & Pier Shaft
205.52
-
7081
... More
Pier & Abutment Cap
8.32
-
8024.45
... More
DIRT Wall
2.48
-
8930.2
... More
Retaing Wall / Wing Wall
5.75
-
11798.35
... More
Wearing Coat Bridge portion
22.94
-
6137.55
... More
Approach Slab
19.27
-
6514.9
... More
Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and Plinth etc. complete as per the direction of Engineer-in-Charge.
-
-
-
... More
DECK SLAB
211.41
-
8380.75
... More
Railing & Post
79.64
-
2622.95
... More
Straightening, cutting, bending binding M/S or T.S. rods and placing in position etc. complete as per the direction of Engineer-in-Charge.
817.34
-
9069.17
... More
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 , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications etc. complete as per the direction of Engineer-in-Charge.
63.78
-
2127.9
... More
Providing weep holes in Brick masonry/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 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications etc. complete as per the direction of Engineer-in-Charge.
182
-
138.65
... More
Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc. complete as per the direction of Engineer-in-Charge.
583.86
-
1908.09
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification etc. complete as per the direction of Engineer-in-Charge.
-
-
-
... More
GRANULAR MATERIAL
201.6
-
644.32
... More
SANDY MATERIAL
788.29
-
724.92
... More
Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc. complete as per the direction of Engineer-in-Charge.
103
-
771.37
... More
Providing fitting and fixing of expansion joint etc. complete as per the direction of Engineer-in-Charge.
31.9
-
10609.86
... More
Cement Concrete 1:3:6 above bed level etc. complete as per the direction of Engineer-in-Charge.
8.37
-
4967.36
... More
Providing and laying Tar paper etc. complete as per the direction of Engineer-in-Charge.
36.99
-
17.17
... More
Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm etc. complete as per the direction of Engineer-in-Charge.
561.37
-
117.13
... More
Earthwork in Hard soil within 50m, initial lead , 1.50m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer in charge.
540
-
259.59
... More
Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision) etc. complete as per the direction of Engineer-in-Charge.
1361.25
-
132.39
... More
Construction of Granular Sub Base by providing well graded material, spreading in uniform layers with motor graded on prepared surface , mixing by mix-in-place method at OMC and compacting with smooth wheel roller to achieve the desired density etc complete as per MORD Technical Specification Clause 401 as per direction of Engineer-in-charge.
461.48
-
813.15
... More
Providing laying spreading and compacting stone aggregates of specific size to W.B.M. specification including spreading in uniform thickness , hand packing rolling with 8-10ton roller applying and brooming requisite type of screening /binding materials to fillup the interstices watering including cost carriage royaltyetc. complete as per the direction of Engineer-in-Charge.
-
-
-
... More
IRC Grade II Material
185.63
-
2424.61
... More
IRC Grade III Material
185.63
-
2498.23
... More
Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfaces and spraying primer @ 0.60kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) etc. complete as per the direction of Engineer-in-Charge.
2475
-
37.35
... More
Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) etc. complete as per the direction of Engineer-in-Charge.
2475
-
18.98
... More
Collecting, Supplying and laying of 20 mm thick Pre Mix Carpet including Labour 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 inclusive of hire and running charges of PRR , bitumen mixtures, tar boilers and all other T & P articles etc. complete as per specification and direction of the Engineer-in-charge.
2475
-
192.9
... More
Labour for laying 6mm thick Precoated Seal coat type B using 0.06cum of 06 mm size and down graded as per sieve analysis and 6.80kg of bitumen per 10sqm and applying tack coat 2kg of bitumen for 10sqm including hire and running charges of P.R.R. Hot mix plant tar boiler, cost, carriage and royalty etc. complete as per direction of the Engineer in Charge.
2475
-
101.26
... More
Fine dressing & Turfing with initial lead of 50 mtr. and initial lift of 1.50 mtr. etc. complete as per the direction of Engineer-in-Charge.
2400
-
28.14
... More
Earthwork in excavation in foundation in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
86.25
-
263.85
... More
Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.
17.25
-
382.65
... More
Providing Plain Cement Concrete of Nominal Mix of (1:3:6) in open foundations comepte as per drawings and as per direction of Engineer in Charge.
17.25
-
4967.36
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