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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-Finance | 1 | Accepted-Finance 1 | |
| 2 | 2₹4.3 L+₹6,301.49 (1.49%)Accepted-Finance | 2 | Accepted-Finance 2 |
| Sl No | Description | Qty | Unit | P. SHIHABUDHEEN L2 | VEERANKUTTY L1 |
|---|---|---|---|---|---|
| 1.00Highschoolpadi Muzhannamann road | |||||
| 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. | 89.55 | sqm | 300 ₹26,865 | 298.34 ₹26,716.35 Lowest |
| 1.00 | 5.2.1a:Tack Coat<br> 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. | 522 | sqm | 15 ₹7,830 | 14.11 ₹7,365.42 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 522 | sqm | 280 ₹1,46,160 | 278.95 ₹1,45,611.9 Lowest |
| 1.00 | OD61009/2026-2027: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 | 188 | sqm | 40 ₹7,520 | 33.75 ₹6,345 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 14.1 | cum | 3,100 ₹43,710 | 3,077.04 ₹43,386.26 Lowest |
| 1.01 | OD61008/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement:
2 fine aggregate: 4course aggregate) laid to required slope and camber in panels as 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) (excluding form work) | 22.56 | cum | 8,600 ₹1,94,016 | 8,446.62 ₹1,90,555.75 Lowest |
| 2.00Name Board | |||||
| 2.00 | OD61018/2026-2027:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for Name board, of required size, approved shade, colour and texture laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand),including all charges etc complete | 1 | each | 3,000 ₹3,000 | 2,818.83 ₹2,818.83 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,570
Closing Date
17 Jul 2026, 6:00 pmClosed
ASSISTANTENGINEER
LID AND EW SUBDIVISION OFFICE PERINTHALMANNA BLOCK PANCHAYATH PIN 679322
Annual Plan-Project No 35/2026-27-Perinthalmanna Block Panchayath- Highschoolpadi Muzhannamanna Road Renovation Alipparamba Grama Panchayath.-General Civil Work
2026_LSGD_859897_1
AE/LSGD/PMNA BP/ETN0/02/2026-27
Open Tender
Civil Works - Roads
Item Rate
90 days
PERINTHALMANNA
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,570
Yes
26 Sept 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
17 Jul 2026
10 Jul 2026
10 Jul 2026 - 17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Highschoolpadi Muzhannamann road | |||||
| 1.001 | 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. | 1 | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat<br> 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 | - | - |
| 1.003 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | OD61009/2026-2027: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 | - | - |
| 1.005 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.006 | OD61008/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement:
2 fine aggregate: 4course aggregate) laid to required slope and camber in panels as 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) (excluding form work) | 1 | cum | - | - |
| 2Name Board | |||||
| 2.001 | OD61018/2026-2027:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for Name board, of required size, approved shade, colour and texture laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand),including all charges etc complete | - | each | - | - |
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