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Renovation Upgradation Of Tractor Road Main Road Rassa Danga To Amb Chapri Via Obc Mohalla In Pyt . Dadowa Block Pouni District Reasi ( 1St Call ) , Pouni-Jammu And Kashmir

Rural Development And Panchayats Department has published Renovation Upgradation Of Tractor Road Main Road Rassa Danga To Amb Chapri Via Obc Mohalla In Pyt . Dadowa Block Pouni District Reasi ( 1St Call ) . Submission Date for this Tender is 07-05-2021. Truck Tractors Tenders in Pouni Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

27729014
Renovation Upgradation Of Tractor Road Main Road Rassa Danga To Amb Chapri Via Obc Mohalla In Pyt . Dadowa Block Pouni District Reasi ( 1St Call )
Open Tender
Indian
Jammu And Kashmir
Pouni
07-05-2021

Tender Details

Renovation Upgradation Of Tractor Road Main Road Rassa Danga To Amb Chapri Via Obc Mohalla In Pyt . Dadowa Block Pouni District Reasi ( 1St Call )

Key Value

Document Fees
INR 600 /-
EMD
Refer document
Tender Value
INR 4.80 Lakhs /-

BOQ Items

Name of Work: Renovation upgradation of Tractor Road main road Rassa Danga to Amb Chapri via OBC mohalla in Pyt. Dadowa Block Pouni District Reasi (1st Call)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : BI01010001010000000000000515BI0100001113 150 cum
2 2 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:. All Kinds of Soil : Including all leads, lift and carriage complete BI01010001010000000000000515BI0100001114 80.54 cum
3 3 Providing and laying in position cement concrete 1 Cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal sizeexcluding the cost of centering and shuttering - All work up to plinth level BI01010001010000000000000515BI0100001115 5.26 cum
4 4 Providing and laying in position cement concrete 1 Cement: 3 fine sand: 6 graded stone aggregate 40 mm nominal sizeexcluding the cost of centering and shuttering - All work up to plinth level BI01010001010000000000000515BI0100001116 33.99 cum
5 4.1 Boulder Filling BI01010001010000000000000515BI0100001117 14.57 cum
6 5 Cement concrete flooring 40mm thick with 20 mm nominal size stone aggregate in 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.\n BI01010001010000000000000515BI0100001118 4.16 sqm
7 6 Providing and laying in position specified grade of reinforced cement concrete in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level BI01010001010000000000000515BI0100001119 2.57 cum
8 7 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Including all leads, lift and carriage complete BI01010001010000000000000515BI0100001120 3.2 qtl
9 8 Centering and shuttering including strutting, propping etc. and removal of form work for:\nFoundations, footings, bases for columns BI01010001010000000000000515BI0100001121 144.23 sqm
10 8.1 Centering and shuttering including strutting, propping etc. and removal of form work for ; Suspended floors, roofs, landings, balconies and access platforms. BI01010001010000000000000515BI0100001122 5.57 sqm
11 8.2 Edges of slab Above 20 cm wide BI01010001010000000000000515BI0100001123 3.06 sqm
12 9 Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. BI01010001010000000000000515BI0100001124 37.17 sqm
13 10 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3\nwheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. BI01010001010000000000000515BI0100001125 116.11 cum
14 11 Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm BI01010001010000000000000515BI0100001126 76.63 cum
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