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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.7 LAccepted-AOC | ₹11.7 L | L-1 | Accepted-AOC As per tender committee recommendation and approval of competent authority |
| 2 | L-2₹13.2 L+₹1.5 L (12.8%)Rejected-Finance AT PO HECHABALIYA SARADHU TANDWA DIST CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | ₹13.2 L+₹1.5 L (12.8%) | L-2 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 3 | L-3₹13.7 L+₹2.0 L (16.8%)Rejected-Finance AT PO UPG M S KURLONGA SARADHU TANDWA DIST CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | ₹13.7 L+₹2.0 L (16.8%) | L-3 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 4 | L-4₹14.5 L+₹2.9 L (24.4%)Rejected-Finance | ₹14.5 L+₹2.9 L (24.4%) | L-4 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 5 | L-5₹14.9 L+₹3.2 L (27.0%)Rejected-Finance | ₹14.9 L+₹3.2 L (27.0%) | L-5 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
Tender Value
₹19.8 L
EMD Value
₹24,800
Closing Date
23 Dec 2024, 10:00 amClosed
Staff Officer (Civil), Magadh-Sanghmitra Area
Office of the General Manager, Magadh-Sanghmitra Area, Bachra, Dist Chatra, Jharkhand 829201
Construction of PCC Road in Kurlunga Village under Magadh OCP of Magadh-Sanghmitra Area under CSR.
2024_CCL_323037_1
GMMS/SOC/Tender/24-25/41/1078
Open Tender
Civil Works - Roads
Item Rate
45 days
Magadh OCP, Magadh-Sanghmitra Area
As per NIT
3 documents required · 3 mandatory
₹24,800
29 Jan 2025
11 Dec 2024
24 Dec 2024
12 Dec 2024
23 Dec 2024
12 Dec 2024
12 Dec 2024 - 16 Dec 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 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 within all lifts and lead upto 1000m (excluding Royalty @ Rs. 24.00 per Cum but excluding 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.
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. Rolling with vibratory roller
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. Ordinary soil. Mechanical Means. Depth upto 3 m
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
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.
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications :PCC Grade M20
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 . ): 1000 mm dia
Total impact of GST for the purpose of CTC
Divyam Steel (BID ID -1111107)
M/S RAMLEELA ENTERPRISES (BID ID -1111036)
M/S JAI MAA BABA ENTERPRISES (BID ID -1110721)
M/S KHUSBU ENTERPRISES (BID ID -1109284)
RAJESH KUMAR (BID ID -1108862)
NISHU ENTERPRISES (BID ID -1111041)
CHOTU ENTERPRISES (BID ID -1110844)
H S ENTERPRISES (BID ID -1111033)
M/S R D CONSTRUCTION (BID ID -1109832)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_334838.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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