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Tender Value
₹36.1 L
Closing Date
24 Aug 2021, 4:00 pmClosed
Executive Engineer
SDA office complex at Bemina Srinagar
Development of periphery roads of Plaza and Jhelum Shopping Complexs at Batmallo by way of WBM Grade-I II and 50mm thick macadam and 25mm thick semi dense with 6mm thick seal coat Machine mixed laid with paver.
2021_HAUDD_132877_1
e-tender Notice No 01/EE of 2021-22
Open Tender
Civil Works
Item Wise
40 days
Batmallo Srinagar
Development of periphery roads of Plaza and Jhelum Shopping Complexs at Batmallo by way of WBM Grade-I II and 50mm thick macadam and 25mm thick semi dense with 6mm thick seal coat Machine mixed laid with paver.
3 documents required · 3 mandatory
₹2,000
Yes
Vice Chairman SDA
Exempted
31 Aug 2021
3 Aug 2021
26 Aug 2021
4 Aug 2021
24 Aug 2021
10 Aug 2021
Amount
Preparation of subgrade by excavating earth to an everage of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulation etc. and disposal of surplus earth upto 50mtrs.
Consolidation of subgrade with power road roller of 8 to 10 tonne capacity including making good the undulations etc with earth or quarry spoils etc and reroling the subgrade.
Supply and stacking of graded stone agg at site of size range (exclduing carriage). WBM Grade-I 90mm to 45mm (Quarry).
WBM Grade-II 63mm to 45mm.
Laying WBM with specified stone agg. Stone screening and binding material including screening, sorting, spreading to templete and consolidation with power road roller of 8 to 10 tone capacity etc., complete (payment for stone agg. screening and red bajri etc to be make seperately). Sub-base with stone agg 90mm to 45mm including stone screening 13.2mm size.
Base course with 63mm to 45mm size including stone screening 11.2mm size.
Supplying and stacking of stone screening/ chipping at site (excld. Carriage). A. 13.2mm nominal size (type-A).
11.2mm nominal size (Type-B).
Supply and stacking of moorum at site (excluding carriage).
Providing,laying,spreading and compacting graded stone agg size range (53mm to 0.075mm)to wet mix macadam (WMM) spefication including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts. Laying in uniform layers with mechanical paver finisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8-10 tonne capacity to achieve the desired, densityncomplete as per specifications and direction of Engineer-in-charge.
Providing and applying tack coat using straight run bitumen of grade-VG-10, incluing heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, clening and preparing the existing road surface as per specification. On W.B.M @0.75Kg/Sqm
b). On bituminous surface @0.50Kg/Sqm.
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a prevously prepared surface with paver finisher equipped with electronic sensor to the required grade, level alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. 50 to 100mm average compacted thickness with bitumen of grade VG-30 @3.5% (percentage by weight of total mix) prepared on Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and laying semidense Bituminous macadam concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, Vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-charge. 25mm compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 Sqm of road surface including rolling and finishing with road all complete.
Carraige of different material from nearest source of site of work my mechnical transport:- a. Soling from Athwajan av lead 10Kms.
Overguage metal from woyen av lead 18Kms.
Screening and moorum from Athwajan av lead 10Kms.
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