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Tender For Improvement/Construction Of Road/Lane By Pdg Cc 1-1.5-3 From Isbt Side Entry To H No 80A And Imp. T-2, Delhi-Delhi

Municipal Corporation Of Delhi has published Tender For Improvement/Construction Of Road/Lane By Pdg Cc 1-1.5-3 From Isbt Side Entry To H No 80A And Imp. T-2. Submission Date for this Tender is 02-02-2024. Road Work Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

41868248
Tender For Improvement/Construction Of Road/Lane By Pdg Cc 1-1.5-3 From Isbt Side Entry To H No 80A And Imp. T-2
Open Tender
Indian
Delhi
Delhi
02-02-2024

Tender Details

Improvement / Construction Of Road / Lane By Pdg Cc 1-1.5-3 From Isbt Side Entry To H No 80A And Imp. T-2

Key Value

Document Fees
INR 590 /-
EMD
INR 6620.0 /-
Tender Value
INR 3.31 Lakhs /-

BOQ Items

Work Name: Developement/Improvement of Road/Lane in Sarai Kale Khan Village, Ward no. 143, CNZ-Improvement/construction of road/lane by pdg CC 1:1.5:3 from ISBT side entry to H no 80A & T-2, DSR 2018 and approved items
Sl. No. Item Description
1Civil work
215.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
316.64:Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc.complete as per direction of Engineer-in- Charge.
44.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
52.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
619.6.4:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe
719.27.1:Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 ( 1 cement: 4 coarse sand) including 500x450 mm pre- cast R.C.C. horizontal grating with frame complete as per standard design:With common burnt clay F.P.S(non modular) bricks of class designation 7.5
81.1.1_12:Disposal of materials by mechanical transportincluding loading ,unloading and stacking lime ,moorum, buildingrubbish for lead 12 km
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