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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.4 L+₹1,619.65 (0.25%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.4 L+₹3,009 (0.47%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.7 L+₹30,287.82 (4.77%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Anish L2 | NITHIN.P.JOHN L3 | Anoop.G L4 | P.K.MURALEEDHARAKURUP L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 137 | sqm | 349.9 ₹47,936.3 Lowest | 360 ₹49,320 | 365.53 ₹50,077.61 | 365 ₹50,005 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 871 | sqm | 22.6 ₹19,684.6 | 24 ₹20,904 | 23.65 ₹20,599.15 | 20 ₹17,420 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 871 | sqm | 342 ₹2,97,882 Lowest | 363 ₹3,16,173 | 357.3 ₹3,11,208.3 | 365 ₹3,17,915 |
| 1.00 | OD66749/2026-2027:Surface dressing of the groud including removing of v vegitation in equaloities 15 cm dep and disposal of rubbish lead up to50 cm and lift | 244 | 1 sqm | 33.5 ₹8,174 | 33 ₹8,052 | 35.62 ₹8,691.28 | 25 ₹6,100 Lowest |
| 1.00 | 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) | 30.5 | cum | 8,635.5 ₹2,63,382.75 | 8,000 ₹2,44,000 Lowest | 9,021.36 ₹2,75,151.48 | 8,000 ₹2,44,000 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,944
Closing Date
30 Sept 2026, 3:00 pmClosed
ASSISTANTENGINEER
OFFICE OF THE ASSISTANT ENGINEER,LID AND EW SECTION,PANDALAM THEKKEKKARA GP
Annual Plan-2026-2027 PANDALAM THEKKEKKARA GP P N 146 27 -MECHERIPADI CHERUMALAMUTTAM ROAD MAINTENANCE WARD 9
2026_LSGD_871701_1
S24/AE/LSGD/PTGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
PANDALAMTHEKKEKKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,495
Yes
₹16,944
Yes
5 Oct 2026
22 Sept 2026
5 Oct 2026
22 Sept 2026
30 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 137 | sqm | - | - |
| 1.002 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 871 | sqm | - | - |
| 1.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 871 | sqm | - | - |
| 1.004 | OD66749/2026-2027:Surface dressing of the groud including removing of v vegitation in equaloities 15 cm dep and disposal of rubbish lead up to50 cm and lift | 244 | 1 sqm | - | - |
| 1.005 | 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) | 30.5 | cum | - | - |
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