Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Sep 2024
Closing Date28 Oct 2024
Tender Amount₹ 18,18,787
Costs
EMD
₹ 36,376Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Short Term Restoration Work At Vally Side At Chainage 47.45 Km Damaged Due To Eroding Effect Of River (teesta) On 03.08.2024 Of Nh 10 Under National Highway Division Ix In The District Of Kalimpong
Description
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Contact
Tender Id
2024_NH_757971_5Bid Award Id
ViewTender No
WBPW-Rd/EE/NHD9/eNIT08/24-25Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).
PCC Grade M15
North bengal bengal variety Materials
i. Coarse sand (NBV) - 0.45 cum/Cum
ii. Cement - 275.33 Kg/Cum
iii. 40 mm Size Aggregate - 0.54 cum/cum
iv. 20 mm Size Aggregate - 0.27 Cum/Cum
v. 10 mm Size Aggregate - 0.09 cum/cum
50.97
-
7364.72
Supplying at site and laying in position UV stabilized needle punched, stapled fibre / continuous filament polypropylene non-woven geotextile of 300 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for Geotextile” in case of use of this item in the estimate.
168
-
232.4
Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200)
With River Bed Materials
50
-
3178.05
Evaluation Notes How It Works ?
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