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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.6 LAdmitted-Fee/PreQual/Technical/Finance ASAMANNOOR | DHEMAJI | ASSAM | 787026 | ₹71.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹72.5 L+₹95,964.47 (1.34%)Admitted-Fee/PreQual/Technical/Finance | ₹72.5 L+₹95,964.47 (1.34%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹77.1 L+₹5.6 L (7.77%)Admitted-Fee/PreQual/Technical/Finance | ₹77.1 L+₹5.6 L (7.77%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹77.3 L+₹5.8 L (8.06%)Admitted-Fee/PreQual/Technical/Finance | ₹77.3 L+₹5.8 L (8.06%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SALAHUDEEN L4 | SUGATHAN C V L1 | P.P. Aboobacker L3 | MOHAMMED NAFAISE E K L2 |
|---|---|---|---|---|---|---|---|
| 1.00Subgrade | |||||||
| 1.00 | OD495170/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 77.34 | cum | 3,000 ₹2,32,020 | 965 ₹74,633.1 Lowest | 2,900 ₹2,24,286 | 1,200 ₹92,808 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 559.95 | cum | 3,400 ₹19,03,830 | 3,404 ₹19,06,069.8 | 3,300 ₹18,47,835 Lowest | 3,500 ₹19,59,825 |
| 2.00Providing Priming ,tack and sealing coat above GSB | |||||||
| 2.00 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 12,011 | sqm | 80 ₹9,60,880 Lowest | 81 ₹9,72,891 | 89 ₹10,68,979 | 85 ₹10,20,935 |
| 2.00 | 5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 12,011 | sqm | 25 ₹3,00,275 | 14.56 ₹1,74,880.16 Lowest | 16.5 ₹1,98,181.5 | 15.35 ₹1,84,368.85 |
| 2.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65) | 12,011 | sqm | 330 ₹39,63,630 | 297.97 ₹35,78,917.67 Lowest | 334 ₹40,11,674 | 300 ₹36,03,300 |
| 3.00Irish drain | |||||||
| 3.00 | OD495190/2025-2026:Earthwork in excavation for drain including disposal upto a lead of 50 m, dressing of sides and bottom :I.Ordinary soil | 38.34 | cum | 80 ₹3,067.2 Lowest | 276.47 ₹10,599.86 | 250 ₹9,585 | 200 ₹7,668 |
| 3.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 19.17 | cum | 7,000 ₹1,34,197 Lowest | 9,181 ₹1,76,008.95 | 7,300 ₹1,39,948.3 | 8,000 ₹1,53,368 |
Tender Value
₹70.2 L
EMD Value
₹50,000
Closing Date
19 Aug 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer, Gcda Office Kadavanthra
Yard Development work East side ground-JNIS,Kaloor
2026_GCDA_865089_1
E2/344/2026/GCDA
Open Tender
Civil Works - Others
Item Rate
180 days
Kaloor
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
22 Aug 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
19 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Subgrade | |||||
| 1.001 | OD495170/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 2Providing Priming ,tack and sealing coat above GSB | |||||
| 2.001 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 2.002 | 5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 2.003 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65) | - | sqm | - | - |
| 3Irish drain | |||||
| 3.001 | OD495190/2025-2026:Earthwork in excavation for drain including disposal upto a lead of 50 m, dressing of sides and bottom :I.Ordinary soil | - | cum | - | - |
| 3.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1 | cum | - | - |
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