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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₹14.4 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹16.1 L+₹1.7 L (11.9%)Rejected-AOC | L2 | Rejected-AOC second lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | vinukumar L2 | JESWIN JIJO L3 | SIBIN B S L1 | SREEJITH R S L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintaince | |||||||
| 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) | 49.08 | sqm | 390.44 ₹19,162.8 | 411 ₹20,171.88 | 349 ₹17,128.92 Lowest | 411.86 ₹20,214.09 |
| 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. | 300 | sqm | 13.22 ₹3,966 | 13.94 ₹4,182 | 11.8 ₹3,540 Lowest | 13.94 ₹4,182 |
| 1.00 | 75.5.9.2.2.Pa:Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <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 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30) | 300 | sqm | 210.46 ₹63,138 | 222.02 ₹66,606 | 188 ₹56,400 Lowest | 222.02 ₹66,606 |
| 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) | 300 | sqm | 91.11 ₹27,333 | 96.11 ₹28,833 | 81.6 ₹24,480 Lowest | 96.11 ₹28,833 |
| 1.00 | 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 | 38.4 | cum | 912.7 ₹35,047.68 | 962.76 ₹36,969.98 | 817 ₹31,372.8 Lowest | 962.76 ₹36,969.98 |
| 1.01 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 86.4 | cum | 6,635.05 ₹5,73,268.32 | 6,999.94 ₹6,04,794.82 | 5,879 ₹5,07,945.6 Lowest | 6,999.94 ₹6,04,794.82 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4 | cum | 9,258.17 ₹37,032.68 | 9,766.53 ₹39,066.12 | 8,300 ₹33,200 Lowest | 9,766.53 ₹39,066.12 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.14 | tonne | 97,330.21 ₹13,626.23 | 1,02,669.25 ₹14,373.7 | 87,300 ₹12,222 Lowest | 1,02,669.25 ₹14,373.7 |
| 1.01 | OD75611/2025-2026::Surface dressing of the ground in All kinds of soil 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. | 1,600 | sqm | 35.61 ₹56,976 | 37.56 ₹60,096 | 31.9 ₹51,040 Lowest | 37.56 ₹60,096 |
Tender Value
₹16.9 L
EMD Value
₹42,370
Closing Date
8 Jul 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_772383_2
6/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
₹42,370
Yes
24 Sept 2025
28 Jun 2025
10 Jul 2025
28 Jun 2025
8 Jul 2025
28 Jun 2025
Amount
Road Maintaince
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.
75.5.9.2.2.Pa:Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <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 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
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)
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
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD75611/2025-2026::Surface dressing of the ground in All kinds of soil 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.
OD75610/2025-2026: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.
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)
OD75617/2025-2026::Supplying and fixing Granite name board 75X60cm engraving letters etc pasting in existing wall complete as per the direction of e-i-c. (MoRD)
OD75612/2025-2026:Supplying and fixing information board 75x60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per the direction of Engineer - in- charge
vinukumar (BID ID -2242516)
JESWIN JIJO (BID ID -2243503)
SREEJITH R S (BID ID -2243510)
Bidder Name
vinukumar
SIBIN B S
JESWIN JIJO
SREEJITH R S
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