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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC KURUPPANTHARA PO KOTTAYAM PIN 686603 | KOTTAYAM | KOTTAYAM | KERALA | 686603 | L1 | Accepted-AOC Accepted Vide Resolution No.2(1) dtd.31-01-2026 of manjoor GP |
| Sl No | Description | Qty | Unit | Mithra enterprises L1 |
|---|---|---|---|---|
| 1.00Road maintenance | ||||
| 1.00 | OD295359/2025-2026:SCARIFYING THE EXISTING ROAD SURFACE UPTO A DEPTH OF 150mm , RELAYING THE AVAILABLE MATERIALS UNIFORMLY AND COMPACTING THE SURFACE WITH A 8 TO 10 Tonne STATIC ROLLER, AS PER THE DIRECTION OF
DEPARTMENTAL OFFICIALS AT SITE | 92.8 | sqm | 7.18 ₹666.3 Lowest |
| 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 | 9.28 | cum | 3,074.19 ₹28,528.48 Lowest |
| 1.00 | OD295384/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M- 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm nominal size aggregate all complete as per the direction of Engineer-in-charge. | 92.8 | sqm | 980.45 ₹90,985.76 Lowest |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 68.04 | sqm | 298.03 ₹20,277.96 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 825 | sqm | 14.54 ₹11,995.5 Lowest |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 825 | sqm | 278.74 ₹2,29,960.5 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.87 | cum | 8,460.98 ₹7,361.05 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,580
Closing Date
29 Jan 2026, 3:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LIDEW, MANJOOR GP
(RETENDER) Annual Plan-PROJECT NO. 140/36- SREEKANDESHARAM CANAL ROAD MAINTENANCE, WARD 10, MANJOOR GP
2026_LSGD_828477_6
08/25-26/AE/LIDEW/MNJRKTM
Open Tender
Civil Works - Roads
Item Rate
180 days
Manjoor Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,580
Yes
28 Feb 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
Road maintenance
OD295359/2025-2026:SCARIFYING THE EXISTING ROAD SURFACE UPTO A DEPTH OF 150mm , RELAYING THE AVAILABLE MATERIALS UNIFORMLY AND COMPACTING THE SURFACE WITH A 8 TO 10 Tonne STATIC ROLLER, AS PER THE DIRECTION OF DEPARTMENTAL OFFICIALS AT SITE
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
OD295384/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M- 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm nominal size aggregate all complete as per the direction of Engineer-in-charge.
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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