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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹12.8 LAccepted-AOC | L-1 | Accepted-AOC As per tender committee recommendation and approval of competent authority | |
| 2 | L-2₹13.8 L+₹93,733.04 (7.29%)Rejected-Finance | L-2 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority | |
| 3 | L-3₹13.8 L+₹97,410.37 (7.58%)Rejected-Finance | L-3 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority | |
| 4 | L-4₹15.3 L+₹2.4 L (18.8%)Rejected-Finance | L-4 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority | |
| 5 | L-5₹21.2 L+₹8.3 L (64.7%)Rejected-Finance AT PO HECHABALIYA SARADHU TANDWA DIST CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | L-5 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
Tender Value
₹19.4 L
EMD Value
₹24,300
Closing Date
7 Nov 2022, 10:00 amClosed
Project Engineer (Civil), Magadh OCP
Office of the Project Officer, Magadh OCP, Avantika, Kundi, Dist - Chatra
Laying of GSB in Road near Devi Mandap, Amarwadih under Magadh OCP of Magadh-Sanghmitra Area
2022_CCL_260556_1
POM/PEC/eTender/2022-23/29/49
Open Tender
Civil Works - Others
Item Rate
30 days
Magadh OCP, Magadh-Sanghmitra Area
As per NIT
3 documents required · 3 mandatory
₹24,300
18 Feb 2023
27 Oct 2022
8 Nov 2022
28 Oct 2022
7 Nov 2022
28 Oct 2022
28 Oct 2022 - 31 Oct 2022
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) Including Royalty @ Rs. 24.00 per cum but excluding the cost of watering, rolling & compaction.
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
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
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
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
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
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
Total impact of GST for the purpose of CTC
BABLU KUMAR
M/S BIJAY KUMAR SAW
Kinkar Kumar Singh
Divyam Steel
M/s ANURAGH JAY SINGH
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_269467.pdf
boq_comp_chart.xlsx
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