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Construction Of C / O Road From Kailam Bridge Over Tuivai River To ( Nh-102B ) At G Bualjang Left Out Portion Constn Of Road From Kailam Bridge Over Tuivai River To ( Nh-102B ) At G Bualjang Left Out Portion, Thanlon-Manipur

Public Works Department-PWD has published Construction Of C / O Road From Kailam Bridge Over Tuivai River To ( Nh-102B ) At G Bualjang Left Out Portion Constn Of Road From Kailam Bridge Over Tuivai River To ( Nh-102B ) At G Bualjang Left Out Portion. Submission Date for this Tender is 20-11-2021. Road Work Tenders in Thanlon Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

29881328
Construction Of C / O Road From Kailam Bridge Over Tuivai River To ( Nh-102B ) At G Bualjang Left Out Portion Constn Of Road From Kailam Bridge Over Tuivai River To ( Nh-102B ) At G Bualjang Left Out Portion
Open Tender
Indian
Manipur
Thanlon
20-11-2021

Tender Details

Construction Of C / O Road From Kailam Bridge Over Tuivai River To ( Nh-102B ) At G Bualjang Left Out Portion Constn Of Road From Kailam Bridge Over Tuivai River To ( Nh-102B ) At G Bualjang Left Out Portion

Key Value

Document Fees
INR 10000 /-
EMD
INR 261000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:- Construction of road from Kailam Bridge over Tuivai River to (NH-102B) at G Bualjang left out portion.
Sl. No. Item Description
1Excavation in hill Area in Soil by Mechanical means and const. of kutcha drain: Excavation in hill Area in Soil by Mechanical means including cutting and trimming of soil slopes and disposing of excavated earth with lift and lead upto 50 metres. A) O/Soil
2Excavation in hill Area in the Ordinary Rock not required blasting by mechanical means including cutting and trimming of slopes and disposing of cut materials with all lift and lead upto 50 metres. B) Ordinary Rock
3Constn. Of 4m span R.C.C slab culvert E/Work in Excavation in foundation for SuperStructure complete as per drawing & Technical specification. (a) Hard soil (i) Depth upto 3m
4(b) Depth upto 3.00-6.00m
5Back filling behind abutment,wing wall, & return wall complete as per drawing and Technical Specification.(a) Gravely materials
6Cement concrete 1:4:8 mix with Stone aggregete 40mm n-size in foundation upto a depth of 1.5m below G.L and and upto a heigth of 1.5m above ground/ bed level.
7Cement concrete 1:3:6 mix with stone aggregate20mm size mechanically mixedand vibrated in foundation upto a depth of 1.5m below G.L and 1.5m above ground/ bed level i/c formwork
8Reinforcement cement concrete M-20 mix with stone aggregate 20mm n/size mechanically mixed and vibrated for bed platesexcluding Steel reinforcement,but including centering and shuttering laid in position.
9Reinforcement cement concrete M-20 mix with stone aggregate 20mm n/size mechanically mixed and vibrated for reinforced concrete work in slab excluding Steel reinforcement,but including centering and shuttering laid in position.
10Steel reinforcement for RCC work i/c bending,binding and placing in position.(b) Tor-steel bars
11Cement plaster 12mm thick in cement mortar 1:3
12Cement concrete wearing coat M 30 grade including form work and Reinforcement complete as per drawing and Technical specifications.
13Filter medium behind abutment,wing walls and return wall complete as per drawing and techniucal Specification.
14Providing weep holes in plain concrete/reinforced concrete abutment,wing wall/return wall complete as per drawing and technical Specifications.
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