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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC ANGUL ODISHA 759132 INDIA UDYAM OD 01 0005071 | ANUGUL | ODISHA | 759132 | ₹1.0 Cr Quoted ₹89.0 L | L1 | Accepted-AOC AWARDED FOR BEING L1 BIDDER |
| 2 | L2₹1.0 Cr+₹13.1 L (14.7%)Rejected-Finance AT BELTIKIRI SADAR DHENKANAL | ₹1.0 Cr+₹13.1 L (14.7%) | L2 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER |
| 3 | L3₹1.0 Cr+₹13.5 L (15.2%)Rejected-Finance AT SHARMA CHHAK PO TALCHER ANGUL ODISHA DIST ANGUL ODISHA 759100 | ANUGUL | ODISHA | 759100 | ₹1.0 Cr+₹13.5 L (15.2%) | L3 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER |
| 4 | L4₹1.0 Cr+₹14.0 L (15.7%)Rejected-Finance | ₹1.0 Cr+₹14.0 L (15.7%) | L4 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER |
| 5 | L5₹1.0 Cr+₹14.2 L (15.9%)Rejected-Finance | ₹1.0 Cr+₹14.2 L (15.9%) | L5 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER |
Tender Value
₹1.1 Cr
EMD Value
₹1.4 L
Closing Date
5 Feb 2024, 5:00 pmClosed
STAFF OFFICER (CIVIL), HINGULA AREA
SO (CIVIL), OFFICE OF THE GM, HINGULA AREA, P.O._N.S.NAGAR, TALCHER, ANGUL_759148, ODISHA, INDIA
Re-Surfacing of Light Vehicle Road from zero point to field time office at Balram OCP under Hingula Area.
2024_MCL_298775_1
MCL/GM(HA)/CIVIL/e-Tender/ 23-24/66 Dt 16-01-2024
Open Tender
Civil Works - Roads
Item Rate
90 days
BALRAM OCP
AS PER NIT
5 documents required · 5 mandatory
₹1.4 L
2 Jun 2024
19 Jan 2024
7 Feb 2024
19 Jan 2024
5 Feb 2024
19 Jan 2024
19 Jan 2024 - 29 Jan 2024
Amount
Item Description/ Heading
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. Using Batch Mix Plant of appropriate capacity and Paver finisher Hydraustatic with Sensor. for Grading II(19 mm nominal size)
Providing, laying and rolling of 20mm thick Mix Seal Surfacing Type -A composed of crusher broken hard granite stone chips of sizes 11.2mm to 0.09 mm @ 0.27 cum and specified grade bitumen (VG-30) @ 22 Kg per 10 sqm of road surface laid to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in hot mix plant, laying by paver finisher and rolling with smooth wheeled roller 8-10 tonne capacity as per MoRT&H specifications clause 512 in all respects.
Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compac{ion and as per dause 504 of specifications. Using Batch Mix Plant of appropriate capacity and Paver finisherfor Grading I (40 mm nominal size ) bitumen content 3.3%
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC
SUNACHANDA NANDA
PRATAP KUMAR PANI
PATTNAIK INFRA PRIVATE LIMITED
DAMBARUDHAR BAI
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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