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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.1 LAccepted-AOC LINE JEEVANGARH AMBARI DISTT DEHRADUN | L1 | Accepted-AOC QUALIFIED | |
| 2 | L2₹98.0 L+₹2.9 L (3.05%)Rejected-Finance VILLAGE JHABRAWALA POST BULLAWALA DISTRICT DEHRADUN | L2 | Rejected-Finance DISQUALIFIED | |
| 3 | L3₹1.0 Cr+₹9.5 L (9.95%)Rejected-Finance | L3 | Rejected-Finance DISQUALIFIED | |
| 4 | L4₹1.1 Cr+₹12.0 L (12.6%)Rejected-Finance | L4 | Rejected-Finance DISQUALIFIED | |
| 5 | L5₹1.1 Cr+₹14.2 L (14.9%)Rejected-Finance BHAJAN GARH KAILASH GATE MUNI KI RETI DISTT TEHRI GARHWAL | L5 | Rejected-Finance DISQUALIFIED |
Tender Value
Refer Docs
EMD Value
₹3.3 L
Closing Date
2 Jan 2024, 5:00 pmClosed
SANJAY RAJ
Office of Superintending Engineer Irrigation Works Circle Maharani bagh G M S Road, Dehradun
Flood protection works From Dharna Sthal to Ganga Lahri in Flood Prone Gauhrimafi area under Vidhansabha Rishikesh in Doiwala block of district Dehradun Under C.M Announcement Number 1011/2021 Reach from Dharna Asthal 0.320 Km to 0.450 Km.
2023_IRDCE_66528_1
15/SE/2023-24
Open Tender
Civil Works - Others
Item Rate
180 days
DOIWALA
AS PER STANDARD BIDDING DOCUMENT
5 documents required · 5 mandatory
₹5,900
Executive Engineer Irrigation Division
₹3.3 L
Office of Superintending Engineer Irrigation Works
16 Mar 2024
18 Dec 2023
3 Jan 2024
18 Dec 2023
2 Jan 2024
19 Dec 2023
21 Dec 2023
Amount
Excavation in Soil with Dozer with lead upto 1000 mExcavation for roadway in soil by mechanical means including cutting andpushing the earth to site of embankment upto a distance of 100 m, includingtrimming bottom and side slopes in accordance with requirements of lines,grades and cross-sections
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 120311-4-1-1 Nominal mix 1:3:6
R.R. Stone Masonry in 1:5 including cost of all material, labour and T&P etc.
H.P.S. Filling including cost of all material, labour and T&P etc.
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)
Earth filling (For marshy soil)/back Fillling in foundation trenches as per drawing and technical specification
M/S GURU KIRPA CONSTRUCTION
Narendra singh rawat
M/s Kunwarpal Singh and Co.,
SANGAM CONSTRUCTION
M/s Rakesh Kumar
M/S SATISH KUMAR
Shiv Pratap Singh Pundir
M/S BEER CHAND RAMOLA
daya sankar baluni
M/S SADAR SINGH RAWAT
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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