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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₹9.8 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹11.2 L+₹1.4 L (14.3%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | Rejected-Technical KALLIYOOR P O THIRUVANANTHAPURAM 42 KERALA | 42 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical PARAVILA PUTHENVEEDU MUTTAKKAVU NEDUMPANA P O KOLLAM | PATHANAMTHITTA | KERALA | 689694 | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | ALFRED C L2 | BABU R L1 | SARATH S L3 | SHIRAZ A NAHAS L4 |
|---|---|---|---|---|---|---|---|
| 1.00Maintanance of Kadakampalli punnakkuzhi ela road | |||||||
| 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) | 18.14 | cum | 9,353.31 ₹1,69,622.28 | 8,181.33 ₹1,48,368.42 Lowest | 10,140 ₹1,83,888.9 | 9,500 ₹1,72,282.5 |
| 1.00 | 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) | 59.25 | cum | 9,737.16 ₹5,76,926.73 | 8,517.08 ₹5,04,636.99 Lowest | 10,550 ₹6,25,087.5 | 9,600 ₹5,68,800 |
| 1.00 | OD262527/2025-2026:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50cm and lift upto 1.50m | 175 | 1 sqm | 37.4 ₹6,545 | 32.72 ₹5,726 Lowest | 40.56 ₹7,098 | 44 ₹7,700 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 45 | sqm | 16.29 ₹733.05 | 14.25 ₹641.25 Lowest | 17.6 ₹792 | 67 ₹3,015 |
| 1.00 | OD262666/2025-2026:Supplying and fixing nameboard of size 75 x 60 cm installed in the appropriate place
visible to the public made up of brick wall with granite plague should be installed and
engraving letters etc complete | 1 | each | 4,292.18 ₹4,292.18 | 3,754.36 ₹3,754.36 Lowest | 4,309 ₹4,309 | 4,500 ₹4,500 |
| 1.01 | OD305384/2025-2026:Providing and erecting a "W" metal beam crash barrier comprising of 3
mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on
Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,
1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be
galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal
beam rail to be fixed on the vertical post with a spacer of structural steel c section 150
x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 40 | metre | 4,075.26 ₹1,63,010.4 | 3,564.62 ₹1,42,584.8 Lowest | 4,418 ₹1,76,720 | 6,640 ₹2,65,600 |
| 2.00Re tarring | |||||||
| 2.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 49 | sqm | 410.21 ₹20,100.29 | 358.81 ₹17,581.69 | 443 ₹21,707 | 340 ₹16,660 Lowest |
| 2.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65) | 594 | sqm | 290.96 ₹1,72,830.24 | 254.5 ₹1,51,173 Lowest | 316 ₹1,87,704 | 320 ₹1,90,080 |
Tender Value
₹11.3 L
EMD Value
₹28,170
Closing Date
10 Feb 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayth
ROad
2026_LSGD_830467_1
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
₹2,760
Yes
₹28,170
Yes
27 Mar 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintanance of Kadakampalli punnakkuzhi ela road | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | OD262527/2025-2026:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50cm and lift upto 1.50m | - | 1 sqm | - | - |
| 1.004 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | - | sqm | - | - |
| 1.005 | OD262666/2025-2026:Supplying and fixing nameboard of size 75 x 60 cm installed in the appropriate place
visible to the public made up of brick wall with granite plague should be installed and
engraving letters etc complete | - | each | - | - |
| 1.006 | OD305384/2025-2026:Providing and erecting a "W" metal beam crash barrier comprising of 3
mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on
Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,
1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be
galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal
beam rail to be fixed on the vertical post with a spacer of structural steel c section 150
x 75 x 5 mm, 330 mm long complete as per clause 811.3. | - | metre | - | - |
| 2Re tarring | |||||
| 2.001 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | - | sqm | - | - |
| 2.002 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65) | - | sqm | - | - |
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