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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.6 LAccepted-AOC 00 FAZAL MARKET KANPUR ROAD FATEHGARH FARRUKHABAD UTTAR PRADESH 209601 UDYAM UP 25 0007988 09AOAPM8748M1Z8 B R | FARRUKHABAD | UTTAR PRADESH | 209601 | L1 | Accepted-AOC As per tender committee recommendation and approval of competent authority | |
| 2 | L-2₹1.2 Cr+₹19.8 L (19.9%)Rejected-Finance | L-2 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority | |
| 3 | Rejected-Technical AT PO GARILONG TANDWA DIST CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | - | Rejected-Technical Bidder not responded the confirmatory document |
Tender Value
₹1.4 Cr
EMD Value
₹1.8 L
Closing Date
17 Apr 2023, 10:00 amClosed
Staff Officer (Civil), M-S Area
Office of the General Manager, Magadh-Sanghmitra Area, Bachra, Dist Chatra, Jharkhand 829201
Repairing of approach road from coal stock no. 36 towards weigh bridge no. 10 under Magadh OCP of Magadh-Sanghmitra Area
2023_CCL_276834_1
GMMS/SOC/tender/22-23/120/871
Open Tender
Civil Works - Roads
Item Rate
90 days
Magadh OCP, Magadh-Sanghmitra Area
As per NIT
5 documents required · 5 mandatory
₹1.8 L
2 Jun 2023
31 Mar 2023
18 Apr 2023
1 Apr 2023
17 Apr 2023
1 Apr 2023
1 Apr 2023 - 10 Apr 2023
Amount
Construction of Embankment with Material deposited from Roadway cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Rolling with vibratory roller
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- II Material
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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 within all lifts and lead upto 1000m)
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets) 1200 mm dia
Total impact of GST for the purpose of CTC
NISHU KUMARI
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fin_bid_open.pdf
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