Water Resources Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
(12) Improvement And Restoration To Kharasuan Right Form Nh-5 To Rajghat Bridge
Description
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Contact
Tender Id
2021_CELBB_68388_12Bid Award Id
ViewTender No
SEEC-II / 01 of 2021-22Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://www.dowrodisha.gov.in/
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Documents
BOQ Items
Scarifying the existing bituminous road surface to a depth of minimum 50mm and disposal of scarified materials within all lead and lift up to 1.00 Km etc. complete as per specification and direction of the Engineer in charge.
28500
-
3.5
Filling in foundation and plinth with sand well watered and rammed including cost carriage and royalty of sand & labour charges, cess etc. complete as per the direction of the Engineer-in-Charge
8550
-
280.5
Construction of granular sub base ( GSB ) by providing, laying, spreading and compacting stone aggregates to 150 mm thickness with grading-Ill materials as per table-400-I to WBM specification including spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavater, rolling with vibratory roller in stages to proper grade and camber, applying and brooming using stone screened dust as binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density at OMC as per clause 401 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, royalty, cess and taxes of all materials etc. including labours and hire charges of T&P materials required for the work, hire and running charges of machineries and quality control test complete as per specification and direction of the Engineer-in-Charge.
2137.5
-
1448.5
Providing, laying, spreading & compacting graded stone aggregates to Wet Mix Macadam (WMM) specification including pre-mix the materials with water at OMC in mechanical mix plant, carriage of mixed materials by Tipper to work site, laying in uniform layers with Paver in sub-base course on well prepared surface & compacting with Vibratory roller to achieve the desired density as per Clause - 406 of MoSRT & H specification for Road & Bridge works (4th Revision) including hire & running charges of all machineries with cost carriage, royalty & taxes of all materials, labour cess, etc complete as per direction of the Engineer-In- Charge.
5700
-
1662.9
Providing and applying primer coat with bitumen emulsion on the prepared surface of granular base including cleaning of road surface & applyig primer @ 0.60 Kg /M² using mechanical means as per the Clause - 502 of MoSRT & H specification for Road & Bridge works (4th Revision) including all cost, labour, carriage, royalty and taxes of all materials including labour cess, etc complete as per direction of the Engineer-In-Charge.
38800
-
23.8
Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor 0.20 Kg / M² on prepared bituminous / granular surface cleaned with mechanical broom as per the Clause No-503 of MoSRT & H specification for Road & Bridge works (4th. Revision) including cost, carriage, royality and taxes of all materials including labour cess, etc complete as per direction of the Engineer-In-Charge.
38800
-
8.5
Providing & laying of Bitumen Macadam ( BM ) with hot mix plant using crushed aggregates of Grading-II (19mm size stone chips) premixed with bituminous binder of 60/70 (Packed) penetration grade of bitumen, transported to work site, laid over a previously prepared surface with a Hydrostatic Paver Finisher with the sensor control to the required grade, level, alignment and rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per Clause-504 of MoSRT & H Specifications for Road & Bridge works (4th Revision) including all cost, carriage, royalty and taxes of all materials including labour cess, etc complete as per direction of the Engineer-In-Charge.
1900
-
6035.95
Providing & laying of Semi Dense Bituminous concrete (SDBC) with batch type hot mix plant using crushed aggregates of Grading-II (10mm nominal size chips), premixed with bituminous binder of 60 / 70 ( Packed ) penetration grade of bitumen, transporting the hot mix to work site, laying with a Hydrostatic Paver Finisher with sensor control to the required grade, level, alignment & rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per Clause-504 of MoSRT & H Specifications for Road & Bridge works (4th Revision) including all cost, carriage, royalty and taxes of all materials including labour cess, etc complete as per direction of the Engineer-In-Charge.
950
-
8355.8
Collecting & supplying good quality moorum from approved quarry and stacking at work site in regular box heap size (1.50m x 1.50m x 0.50m) to be measured as 1.00 cum and spreading the same on the top of the metalled surface not exceeding 75 mm thick including watering & consolidation with PRR to the required density in OMC with all leads, lifts and delifts including cost, conveyance, royalty, cess of all materials including hire charges of T&P materials required for the work , hire and running charges of machineries complete as per specification and direction of the Engineer-in-Charge.
2137.5
-
873.15
Removing old revetment and aprons and stacking the useful materials for reuse and removing the debries away from the work site and repacking with old stones with filling the interstices with small stones including all costs of labour, T&P, cess, hire charges of machineries and incidental charges required to complete the work in all respect etc. as per the direction of Engineer-in-Charge
184
-
1086.9
Fine dressing of earth work in slope of embankment including filling of earth of rain cuts and slopes with selected earth at contractors own cost and duly compacted and trimmed to the required profile and turfing with dub sods of rectangular shape of minimum 0.25 cm thick with cost, conveyance by manual means with five leads, lifts and delifts, cess & taxes to site of work including mobilization, demobilization, supervision charges with cost of all other materials, approach road, diversion road, site illumination including watering the sods till survival of grass with all cost incidental to the work etc. complete as per specifications and the direction of the Engineer-in-charge. (Measurement will be taken after survival of grass)
123394.08
-
19.5
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