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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹18.0 L+₹7,042.34 (0.39%)Rejected-AOC ERA 114 TC 36 819 CHITHRALAYA CHAKRAPANIPURAM PUTHUKULANGARA PO UZHAMALAKAL THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | L2 | Rejected-AOC second lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Harilal NS L5 | Jayakumar N L4 | F.Satheesh Raj L1 | Sachin S Babu L3 | KIRAN S L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road retarring | ||||||||
| 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) | 244.65 | sqm | 411.86 ₹1,00,761.55 | 411 ₹1,00,551.15 | 269 ₹65,810.85 Lowest | 411 ₹1,00,551.15 | 411.86 ₹1,00,761.55 |
| 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. | 1,224 | sqm | 13.94 ₹17,062.56 | 13 ₹15,912 | 11 ₹13,464 Lowest | 13.94 ₹17,062.56 | 13.94 ₹17,062.56 |
| 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) | 1,224 | sqm | 225.22 ₹2,75,669.28 | 225 ₹2,75,400 | 190 ₹2,32,560 Lowest | 225.22 ₹2,75,669.28 | 225.22 ₹2,75,669.28 |
| 1.00 | 75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent <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 <br> Case - III : Type C <br> (II) Bitumen (S-65) | 1,224 | sqm | 96.11 ₹1,17,638.64 | 96 ₹1,17,504 | 80 ₹97,920 Lowest | 96.11 ₹1,17,638.64 | 96.11 ₹1,17,638.64 |
| 1.00 | OD44884/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift upto 1.5m. All kind of soil. | 516.1 | sqm | 37.56 ₹19,384.72 | 37 ₹19,095.7 | 8 ₹4,128.8 Lowest | 37.56 ₹19,384.72 | 37.56 ₹19,384.72 |
| 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) | 51.61 | cum | 9,390.88 ₹4,84,663.32 | 9,390 ₹4,84,617.9 | 8,100 ₹4,18,041 | 8,000 ₹4,12,880 | 7,500 ₹3,87,075 Lowest |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 904 | sqm | 16.36 ₹14,789.44 | 16 ₹14,464 | 13.8 ₹12,475.2 Lowest | 16.36 ₹14,789.44 | 16.36 ₹14,789.44 |
| 1.01 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 9 | cum | 962.76 ₹8,664.84 | 962 ₹8,658 | 817 ₹7,353 Lowest | 962 ₹8,658 | 962 ₹8,658 |
| 1.01 | 75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 109.68 | cum | 9,776.27 ₹10,72,261.29 | 9,775 ₹10,72,122 | 8,600 ₹9,43,248 | 8,350 ₹9,15,828 | 7,800 ₹8,55,504 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
28 Jun 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayath
Road
2025_LSGD_770115_12
4/HD/AEE/LSGD/TVM/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
15 Sept 2025
18 Jun 2025
30 Jun 2025
18 Jun 2025
28 Jun 2025
18 Jun 2025
Amount
Road retarring
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)
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.
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)
75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent <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 <br> Case - III : Type C <br> (II) Bitumen (S-65)
OD44884/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift upto 1.5m. All kind of soil.
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)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD44882/2025-2026:Supplaying and Fixing Name board of size 75x60 installed in the appropriate place visible to the public made of brick wall with Granite plaque should be inserted and engraving letters complete as per the direction of deptl. officers at site.
OD44885/2025-2026:Supplying and fixing information board 75*60cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-i-c MoRD
KIRAN S (BID ID -2234943)
Sachin S Babu (BID ID -2235257)
Jayakumar N (BID ID -2234816)
Harilal NS (BID ID -2234803)
Bidder Name
Harilal NS
Jayakumar N
F.Satheesh Raj
Sachin S Babu
KIRAN S
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