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Tender For Access Road Of The Bridge Between Village Bauni And Vedkheda Damaged Due To Rain And Flood, K.C. Drain, Shoot Drain And Protective Work - Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Tran, Pilibhit-Uttar Pradesh

Public Works Department has published Tender For Access Road Of The Bridge Between Village Bauni And Vedkheda Damaged Due To Rain And Flood, K.C. Drain, Shoot Drain And Protective Work - Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Tran. Submission Date for this Tender is 25-03-2025. Road Work Tenders in Pilibhit Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

48358843
Tender For Access Road Of The Bridge Between Village Bauni And Vedkheda Damaged Due To Rain And Flood, K.C. Drain, Shoot Drain And Protective Work - Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Tran
Open Tender
Indian
Uttar Pradesh
Pilibhit
25-03-2025

Tender Details

Tender For Access road of the bridge between village Bauni and Vedkheda damaged due to rain and flood, K.C. drain, shoot drain and protective work - Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORTH specifications, as per MORTH Specifications section 300 complete in all respects. 2 Providing laying and spreading material on a prepared sub grade adding cement@2% by weight to the spread material manually mixing in place with rotavator and compacting with rhe road foller at OMC to achieve the desired unconfined compressived strength and to from a layer of sub-base. 3 Providing laying and spreading material on a prepared sub base cement @4% by ewight to rhe spread meterial manually mixing in place with rotavator and compacting with the road roller at OMC to achueve the desired unconfined compressive strength and to form a layer of base 4 Providing and laying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 Kg. (as per UPPWD) Per sqm on the prepared primed granular surface cleaned with mechanical broom 5 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification Clause 5.9-508 6 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 5.12-510. 7 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects. 8 PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 9 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications section 1300 complete in all respects. 10 Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications. As per MORTH Specification section 1300 & 2200 complete in all respects. 11 PCC Grade M20 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 12 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Clause No. 15.5 (2504). 13 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Clause No. 15.1 (2503). 14 PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 15 Reinforced Cement Concrete grade M-25, complete in foundation all respects as per Drawings andMORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant. 16 Reinforced Cement Concrete grade M-25, complete in foundation all respects as per Drawings andMORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant. 17 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement (Sail/Tata/JSPL) in Foundation complete as per Drawing and Technical Specifications section 1600 complete in all respects.

Key Value

Document Fees
INR 944 /-
EMD
INR 250000.0 /-
Tender Value
INR 25 Lakhs /-
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