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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC AT BHAIRABI SAHI PO TALCHER TOWN PS TALCHER DIST ANGUL 759107 | TALCHER | ANGUL | ODISHA | 759107 | L1 | Accepted-AOC AWARDED FOR BEING L1 BIDDER | |
| 2 | L2₹21.8 L+₹81,004.10 (3.86%)Rejected-Finance A PO JANDABAHAL DHARAMPUR TALCHER DIST ANGUL ODISHA 759100 | TALCHER | ANGUL | ODISHA | 759100 | L2 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER | |
| 3 | L3₹22.1 L+₹1.1 L (5.21%)Rejected-Finance AT PO TALABEDA KANDHAL TALCHER DIST ANGUL ODISHA 759100 | TALCHER | ANGUL | ODISHA | 759100 | L3 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER | |
| 4 | L4₹24.9 L+₹4.0 L (18.9%)Rejected-Finance A PO GALUM SAMAL DIST ANGUL O 759100 | SAMAL | ANGUL | ODISHA | 759100 | L4 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER | |
| 5 | L5₹25.6 L+₹4.6 L (22.0%)Rejected-Finance AT PO KISHOREGANJ PATNA ANAND BAZAR TALCHER TOWN DIST ANGUL ODISHA 759107 | TALCHER TOWN | ANGUL | ODISHA | 759107 | L5 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER |
| Sl No | Description | Qty | Unit | MANOJ KUMAR DAS L3 | SAROJ KUMAR PRADHAN L4 | SOUBHAGYA KUMAR GHADEI L2 | GANESWAR SETHI L5 | SANJIB KUMAR BHUTIA L1 |
|---|---|---|---|---|---|---|---|---|
| 1.01 | 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 compaction and as per clause 504 of specifications. Using Batch Mix Plant of appropriate capacity and Paver finisher for Grading II (19 mm nominal size) bitumen content 3.4% | 55.5 | cum | 7,300.72 ₹4,05,189.96 | 8,253.73 ₹4,58,082.01 | 7,207.12 ₹3,99,995.16 | 8,507.18 ₹4,72,148.49 | 6,939.08 ₹3,85,118.94 Lowest |
| 1.02 | Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% by weight of 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 507 of specification. Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control.for Grading-II ( 13 mm nominal size) | 131.5 | cum | 9,887.59 ₹13,00,218.08 | 11,178.28 ₹14,69,943.82 | 9,760.83 ₹12,83,549.15 | 11,522.18 ₹15,15,166.67 | 9,397.82 ₹12,35,813.33 Lowest |
| 1.03 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of specifications. | 276.8 | Sqm | 55.77 ₹15,437.14 | 63.05 ₹17,452.24 | 55.06 ₹15,240.61 | 63.18 ₹17,488.22 | 53 ₹14,670.4 Lowest |
| 1.04 | 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. | 5,217.2 | Sqm | 11.15 ₹58,171.78 | 12.61 ₹65,788.89 | 11.01 ₹57,441.37 | 11.18 ₹58,328.3 | 10.6 ₹55,302.32 Lowest |
| 1.05 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications. | 210 | Sqm | 292.26 ₹61,374.6 | 330.41 ₹69,386.1 | 288.51 ₹60,587.1 | 338.81 ₹71,150.1 | 277.78 ₹58,333.8 Lowest |
| 1.06 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 2010 made of High Intensity microprismatic grade sheeting Type XI vide clause 801.3.3 fixed over aluminium composite material sheet with thermoplastic core of low density polyethylene (LDPE) between two thick skins sheets of aluminium with overall thickness of 4 mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to table 800-1 of specification and high intensity microprismatic grade sheeting shall conform to table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer,supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.60 cm x 45 cm rectangular | 6 | each | 2,250.53 ₹13,503.18 | 2,544.31 ₹15,265.86 | 2,221.68 ₹13,330.08 | 2,621.18 ₹15,727.08 | 2,139 ₹12,834 Lowest |
| 2.00 | 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 | 1 | Nos | 3,52,240 ₹3,52,240 | 3,98,224.6 ₹3,98,224.6 | 3,47,727.26 ₹3,47,727.26 | 4,08,501.68 ₹4,08,501.68 | 3,34,793.83 ₹3,34,793.83 Lowest |
Tender Value
₹25.7 L
EMD Value
₹32,200
Closing Date
11 Aug 2025, 5:00 pmClosed
STAFF OFFICER (CIVIL), LINGARAJ AREA
SO (CIVIL), OFFICE OF THE GM, LINGARAJ AREA TALCHER, ANGUL_759102, ODISHA, INDIA
Resurfacing of road from Manasa Kata Chowk to Saraswati Sishu Mandir near Green Grass Stadium, Via DAV School and Mangalam under Lingaraj Area.
2025_MCL_340620_1
MCL/GM(LA)/e-Tender/ SO(C)/25-26/42 dt.31.07.2025
Open Tender
Civil Works - Roads
Item Rate
45 days
Lingaraj Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹32,200
7 Oct 2025
1 Aug 2025
13 Aug 2025
1 Aug 2025
11 Aug 2025
1 Aug 2025
1 Aug 2025 - 4 Aug 2025
Amount
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 compaction and as per clause 504 of specifications. Using Batch Mix Plant of appropriate capacity and Paver finisher for Grading II (19 mm nominal size) bitumen content 3.4%
Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% by weight of 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 507 of specification. Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control.for Grading-II ( 13 mm nominal size)
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of specifications.
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 of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications.
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 2010 made of High Intensity microprismatic grade sheeting Type XI vide clause 801.3.3 fixed over aluminium composite material sheet with thermoplastic core of low density polyethylene (LDPE) between two thick skins sheets of aluminium with overall thickness of 4 mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to table 800-1 of specification and high intensity microprismatic grade sheeting shall conform to table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer,supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.60 cm x 45 cm rectangular
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
SOUBHAGYA KUMAR GHADEI (BID ID -1174536)
MANOJ KUMAR DAS (BID ID -1173347)
SAROJ KUMAR PRADHAN (BID ID -1173556)
GANESWAR SETHI (BID ID -1173813)
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