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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.6 CrAccepted-AOC AT P O BACHRA P S PIPARWAR PIN 829201 | CHATRA | JHARKHAND | 829201 | ₹1.6 Cr | L-1 | Accepted-AOC As per tender committee recommendation and approval of competent authority |
| 2 | L-2₹1.6 Cr+₹2.2 L (1.37%)Rejected-Finance AT BOCM COLONY POST RAY P S KHALARI DISTT RANCHI JHARKHAND | RANCHI | RANCHI | JHARKHAND | ₹1.6 Cr+₹2.2 L (1.37%) | L-2 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 3 | Rejected-Technical 00 FAZAL MARKET KANPUR ROAD FATEHGARH FARRUKHABAD UTTAR PRADESH 209601 UDYAM UP 25 0007988 09AOAPM8748M1Z8 B R | FARRUKHABAD | UTTAR PRADESH | 209601 | - | - | Rejected-Technical bidder not responded the confirmatory document |
Tender Value
₹1.5 Cr
EMD Value
₹1.8 L
Closing Date
4 Mar 2024, 10:00 amClosed
Staff Officer (Civil), Magadh-Sanghmitra Area
Office of the General Manager, Magadh-Sanghmitra Area, Bachra, Dist Chatra, Jharkhand 829201
Repairing of road in Arrah village of Magadh OCP under Magadh-Sanghmitra Area
2024_CCL_301554_1
GMMS/SOC/Tender/23-24/129/1211
Open Tender
Civil Works - Roads
Item Rate
120 days
Magadh OCP, Magadh-Sanghmitra Area
As per NIT
5 documents required · 5 mandatory
₹1.8 L
26 May 2024
16 Feb 2024
5 Mar 2024
17 Feb 2024
4 Mar 2024
17 Feb 2024
17 Feb 2024 - 26 Feb 2024
Amount
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) excluding Royalty @ Rs. 24.00 per cum but excluding the cost of watering, rolling & compaction.
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
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :600 mm dia. R.C.C. pipe
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Manual Means (Depth upto 3 m)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
Brick work with F.P.S. bricks of class designation 50 in foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement : 4 fine sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.
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 sub-grade 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
Total impact of GST for the purpose of CTC
M/S S K MISHRA AND SONS
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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