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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC | ₹7.9 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical VAYALIPARAMBIL HOUSE OORAKKADU EDATHALA P O 683561 | EDATHALA | ERNAKULAM | KERALA | 683561 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NAZARUDEEN L1 | VAYALIL CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Scarifying and retarring | |||||
| 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. | 65.67 | sqm | 320 ₹21,012.8 | 309.6 ₹20,329.88 Lowest |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 55.68 | sqm | 370 ₹20,602.34 Lowest | 401.84 ₹22,375.25 |
| 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. | 1,284 | sqm | 16 ₹20,544 | 13.86 ₹17,796.24 Lowest |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | 1,284 | sqm | 300 ₹3,85,200 | 291.42 ₹3,74,183.28 Lowest |
| 2.00Irish Drain | |||||
| 2.00 | OD26519/2026-2027:Surface dressing of the ground including the removal of vegetation and inequalities not exceeding 15 cm depth disposal of rubbish to distance of 50 mtr and lift up to 1.50 mtrs. All kinds of soil (Modified DAR items 2.28.1) | 400 | sqm | 36 ₹14,400 Lowest | 36.36 ₹14,544 |
| 2.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.05 | Hectare | 36 ₹1.84 Lowest | 46,597.2 ₹2,376.46 |
| 2.00 | 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) | 40 | cum | 8,000 ₹3,20,000 Lowest | 9,090.37 ₹3,63,614.8 |
| 3.00NAME BOARD(Granite) | |||||
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
16 Jul 2026, 11:00 amClosed
AE
AE PKML
Vayyattinkara Koppam Tholikkuzhi Road Maintenance Ward 6
2026_LSGD_859301_1
TEN 02(79)/ AE/LSGD/PKML/26-27
Open Tender
Civil Works - Roads
Item Rate
300 days
Pazhayakunnummel gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,184
Yes
8 Sept 2026
7 Jul 2026
18 Jul 2026
7 Jul 2026
16 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Scarifying and retarring | |||||
| 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. | - | sqm | - | - |
| 1.002 | 5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | - | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | - | sqm | - | - |
| 2Irish Drain | |||||
| 2.001 | OD26519/2026-2027:Surface dressing of the ground including the removal of vegetation and inequalities not exceeding 15 cm depth disposal of rubbish to distance of 50 mtr and lift up to 1.50 mtrs. All kinds of soil (Modified DAR items 2.28.1) | - | sqm | - | - |
| 2.002 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 2.003 | 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) | - | cum | - | - |
| 3NAME BOARD(Granite) | |||||
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