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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹17.3 LAccepted-AOC | L-1 | Accepted-AOC As per tender committee recommendation and approval of competent authority | |
| 2 | L-2₹24.6 L+₹7.4 L (42.5%)Rejected-Finance | L-2 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority | |
| 3 | L-3₹25.1 L+₹7.8 L (45.0%)Rejected-Finance | L-3 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
Tender Value
₹26.4 L
EMD Value
₹33,000
Closing Date
8 Jan 2024, 10:00 amClosed
Staff Officer (Civil), Magadh-Sanghmitra Area
Office of the General Manager, Magadh-Sanghmitra Area, Bachra, Dist Chatra, Jharkhand 829201
Supplying and Laying of GSB for road near weigh bridge no. 13 under Magadh OCP of Magadh-Sanghmitra Area
2023_CCL_297083_1
GMMS/SOC/Tender/23-24/107/1004
Open Tender
Civil Works - Others
Item Rate
30 days
Magadh OCP, Magadh-Sanghmitra Area
As per NIT
3 documents required · 3 mandatory
₹33,000
15 Apr 2024
28 Dec 2023
9 Jan 2024
29 Dec 2023
8 Jan 2024
29 Dec 2023
29 Dec 2023 - 1 Jan 2024
Amount
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Rolling with vibratory roller
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) 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
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavation earth locally for road work. Ordinary soil. Mechanical Means.)
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.)
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
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Total impact of GST for the purpose of CTC
NISHU ENTERPRISES
M/S JALAN INFRASTRUCTURE LLP
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_307694.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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