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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-Finance KANNUR | KERALA | 670612 | ₹6.8 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹6.8 L+₹2,277.84 (0.34%)Rejected-Finance KERALA KL | THIRUVANANTHAPURAM | KERALA | 695001 | ₹6.8 L+₹2,277.84 (0.34%) | L2 | Rejected-Finance HIGH |
| Sl No | Description | Qty | Unit | GIREESH UP L2 | ISMAIL P L1 |
|---|---|---|---|---|---|
| 1.00Maintenance work of Road-Retarring | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65) | 156.77 | sqm | 400 ₹62,707.2 | 385.47 ₹60,429.36 Lowest |
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 67.56 | sqm | 298.34 ₹20,155.85 Lowest | 298.34 ₹20,155.85 Lowest |
| 1.00 | 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. | 1,460 | sqm | 14.11 ₹20,600.6 Lowest | 14.11 ₹20,600.6 Lowest |
| 1.00 | 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) | 1,460 | sqm | 278.95 ₹4,07,267 Lowest | 278.95 ₹4,07,267 Lowest |
| 1.00 | OD132045/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 143.28 | sqm | 33.75 ₹4,835.7 Lowest | 33.75 ₹4,835.7 Lowest |
| 1.01 | OD132046/2026-2027:[OD From MORD 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 Plate Vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 14.33 | cum | 3,034.9 ₹43,484.05 Lowest | 3,034.9 ₹43,484.05 Lowest |
| 1.01 | OD132044/2026-2027:[OD From MORD 75.8.1] Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4
course aggregate) for substructure as per drawings and technical specifications Clause 802, 803,
1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size
of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 14.33 | cum | 8,446.62 ₹1,21,023.17 Lowest | 8,446.62 ₹1,21,023.17 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,945
Closing Date
20 Aug 2026, 3:00 pmClosed
ASSISTANTENGINEER
AE/LID/EW Karuvarakundu GP
Annual Plan-2026-27 - Karuvarakundu GP-Re tarring of mambatta najath college road ward 9-Project No 144/27
2026_LSGD_865110_11
ET2/27/AE/LIDEW/KKD
Open Tender
Civil Works - Roads
Item Rate
270 days
KARUVARAKUNDU
Please refer tender documents
9 documents required · 9 mandatory
₹1,495
Yes
₹16,945
21 Sept 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
20 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance work of Road-Retarring | |||||
| 1.001 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65) | 0.2 | sqm | - | - |
| 1.002 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD132045/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | sqm | - | - |
| 1.006 | OD132046/2026-2027:[OD From MORD 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 Plate Vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.007 | OD132044/2026-2027:[OD From MORD 75.8.1] Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4
course aggregate) for substructure as per drawings and technical specifications Clause 802, 803,
1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size
of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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