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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹28.9 LAccepted-AOC HB 214 JHINGURDA COLONY DISTT SINGRAULI M P | SINGRAULI | SINGRAULI | MADHYA PRADESH | ₹28.9 L | L-1 | Accepted-AOC As per tender committee recommendation and approval of competent authority |
| 2 | L-2₹37.8 L+₹8.9 L (30.9%)Rejected-Finance | ₹37.8 L+₹8.9 L (30.9%) | L-2 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 3 | L-3₹42.8 L+₹13.9 L (48.2%)Rejected-Finance | ₹42.8 L+₹13.9 L (48.2%) | L-3 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 4 | L-4₹44.3 L+₹15.3 L (53.0%)Rejected-Finance | ₹44.3 L+₹15.3 L (53.0%) | L-4 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
Tender Value
₹39.9 L
EMD Value
₹49,850
Closing Date
7 Feb 2023, 10:00 amClosed
Staff Officer (Civil), M-S Area
Office of the General Manager, Magadh-Sanghmitra Area, Bachra, Dist Chatra, Jharkhand 829201
Providing hume pipe culvert with repairing of road near dam under Magadh OCP of Magadh-Sanghmitra Area
2023_CCL_269122_1
GMMS/SOC/tender/22-23/68/552
Open Tender
Civil Works - Others
Item Rate
30 days
Magadh OCP, Magadh-Sanghmitra Area
As per NIT
3 documents required · 3 mandatory
₹49,850
9 Apr 2023
27 Jan 2023
8 Feb 2023
28 Jan 2023
7 Feb 2023
28 Jan 2023
28 Jan 2023 - 1 Feb 2023
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.
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
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)
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)
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
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
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
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Total impact of GST for the purpose of CTC
SUMAL CONSTRUCTION
M/S SHIVNARAYAN PRASAD SAHU
M/S SARASWATI DEVI
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_278408.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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