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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC BHAJAN GARH KAILASH GATE MUNI KI RETI DISTT TEHRI GARHWAL | ₹1.4 Cr | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹1.5 Cr+₹1.6 L (1.09%)Rejected-Finance | ₹1.5 Cr+₹1.6 L (1.09%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹1.5 Cr+₹2.8 L (1.94%)Rejected-Finance 1 2 | ₹1.5 Cr+₹2.8 L (1.94%) | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹1.5 Cr+₹8.6 L (5.95%)Rejected-Finance VILLAGE MANDOW TEHSIL JOSHIYARA DISTRICT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹1.5 Cr+₹8.6 L (5.95%) | L4 | Rejected-Finance DISQUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹1.5 Cr
EMD Value
₹3.7 L
Closing Date
16 Feb 2023, 5:00 pmClosed
R.K TIWARI
Office of Superintending Engineer Irrigation Works Circle Maharani bagh G M S Road, Dehradun
Flood protection works Gauhrimafi at Right Bank of Ganga River in Doiwala block of district Dehradun. Reach 0.000 Km to 0.200 Km.(Job-1)
2023_IRDCE_54526_1
17/SE/2022-23
Open Tender
Civil Works - Others
Item Rate
180 days
DOIWALA BLOCK
AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
Executive Engineer Irrigation Division
₹3.7 L
Office of Superintending Engineer Irrigation Works
5 Aug 2023
1 Feb 2023
17 Feb 2023
1 Feb 2023
16 Feb 2023
2 Feb 2023
2 Feb 2023
Amount
Excavation in Soil using Hydraulic Excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m
P.C.C. grade M20 Normal Mix (1:2:4) in foundation including cost of all material, labour and T&P etc.
R.R. Stone masonry in cement mortar 1:5 including cost of all material, labour and T&P etc.
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification
Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification) GI wire 8 gauge BWG
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Earth filling (For marshy soil)/back Fillling in foundation trenches as per drawing and technical specification
Arun Kumar
Shiv Pratap Singh Pundir
daya sankar baluni
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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