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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-Finance | ₹9.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹9.7 L+₹4,222.14 (0.44%)Accepted-Finance KOTTAVILA PUTHUVAL PUTHENVEEDU PARASALA P O PAVATHIYANVILA | THIRUVANANTHAPURAM | KERALA | 695001 | ₹9.7 L+₹4,222.14 (0.44%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | SAJU K L2 | GOODWIN R S L1 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 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) | 162.59 | sqm | 473.64 ₹77,009.13 | 471.58 ₹76,674.19 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. | 1,050 | sqm | 16.03 ₹16,831.5 | 15.96 ₹16,758 Lowest |
| 1.00 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65) | 1,050 | sqm | 259 ₹2,71,950 | 257.88 ₹2,70,774 Lowest |
| 1.00 | 5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65) | 1,050 | sqm | 108.72 ₹1,14,156 | 108.25 ₹1,13,662.5 Lowest |
| 1.00 | OD362385/2025-2026: Surface dressing of the ground including removing vegitation and disposel of runbbish up to 50 mtr , 1.5mtr etc complete . | 398.4 | sqm | 43.19 ₹17,206.9 | 43.01 ₹17,135.18 Lowest |
| 1.01 | OD362392/2025-2026:Quarry muck Granular sub base surface course with local materials by mix in place method with granular sub base by providing local material spreading in uniform layers with mortar grader on prepared surface mixing in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density. | 39.84 | cum | 1,090.48 ₹43,444.72 | 1,085.73 ₹43,255.48 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) | 39.84 | cum | 10,799.51 ₹4,30,252.48 | 10,752.56 ₹4,28,381.99 Lowest |
| 1.01 | OD362393/2025-2026:Supplying and fixing information board 75 x 60 cm using G I Pipes as post and MS sheet surrounded by MS angles including painting lettering and fixing in position as per direction of engineer in charge | 1 | each | 2,932.6 ₹2,932.6 | 2,919.85 ₹2,919.85 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,169
Closing Date
10 Feb 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayth
Road
2026_LSGD_830467_29
29/HD/AEE/LSGD/TVM/25-26
Open Tender
Civil Works - Roads
Item Rate
90 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,169
Yes
8 Sept 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 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) | 162.59 | 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. | 1,050 | sqm | - | - |
| 1.003 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65) | 1,050 | sqm | - | - |
| 1.004 | 5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65) | 1,050 | sqm | - | - |
| 1.005 | OD362385/2025-2026: Surface dressing of the ground including removing vegitation and disposel of runbbish up to 50 mtr , 1.5mtr etc complete . | 398.4 | sqm | - | - |
| 1.006 | OD362392/2025-2026:Quarry muck Granular sub base surface course with local materials by mix in place method with granular sub base by providing local material spreading in uniform layers with mortar grader on prepared surface mixing in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density. | 39.84 | cum | - | - |
| 1.007 | 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) | 39.84 | cum | - | - |
| 1.008 | OD362393/2025-2026:Supplying and fixing information board 75 x 60 cm using G I Pipes as post and MS sheet surrounded by MS angles including painting lettering and fixing in position as per direction of engineer in charge | 1 | each | - | - |
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