Haridwar Roorkee Development Authority Tender
View complete overview of Uttarakhand HRDA Tender
Haridwar Roorkee Development Authority - HRDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Mar 2023
Closing Date6 Apr 2023
Tender Amount₹ 1,64,43,000
Costs
EMD
₹ 3,29,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
16- Construction Of Sdbc Road And Drain At Transport Nagar Haridwar.
Description
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Contact
Tender Id
2023_HRDA_56378_1Bid Award Id
ViewTender No
16- Construction of SDBC Road and DrainTender Authority
Haridwar Roorkee Development Authority ViewPurchaser Address
-Website
http://http://onlinehrda.com/
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BOQ Items
Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )for grading- II Material
441.27
-
-
WBM Grading 1
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per Technical Specification Clause 405. By Manual Means
238.77
-
-
WBM Grading 2
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/binding materials to
fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
238.77
-
-
WBM Grading 3
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means
179.08
-
-
Prime CoatLow porosityProviding andapplying primer coat with bitumen emulsion(SS-1) on preparedsurface of granular base including cleaning of road surface and sprayingprimer at the rate of 0.70-1.0 kg/sqm using mechanical means as per TechnicalSpecification Clause 502
2387.7
-
-
Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD)
119.39
-
-
Tack Coat Providing and applying tack coat withBitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2387.7
-
-
Semi - Dense Bituminous Concrete
(Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects) for Grading I ( 13 mm nominal size )
71.63
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
48.65
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed)
114.75
-
-
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specifications Cement mortar1:4 (1cement :4 sand)
965.7
-
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
2700
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M25 Height upto 5m Using concrete Mixerspecifications Clauses 1002, 1010 and 1206
95.28
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
14958.96
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-
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