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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₹11.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹11.9 L+₹97,318.91 (8.88%)Admitted-Fee/PreQual/Technical/Finance PARAVILA PUTHENVEEDU MUTTAKKAVU NEDUMPANA P O KOLLAM | PATHANAMTHITTA | KERALA | 689694 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹12.7 L+₹1.7 L (15.9%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹13.7 L+₹2.8 L (25.4%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | B RAJENDRAN PILLAI L3 | BISIL DAS K L1 | AKHIL R V L4 | SHIRAZ A NAHAS L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road renovation | |||||||
| 1.00 | 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. | 420 | sqm | 16.36 ₹6,871.2 | 14.1 ₹5,922 Lowest | 17 ₹7,140 | 22 ₹9,240 |
| 1.00 | OD217126/2026-2027:Filling with Quarry muck
Filling up low lying and water logged areas with local material/quarry mucks,spreading in
layers,levelling the top at site and consolidation by ramming, etc complete for improving the
CBR value for subgrade | 41 | cum | 1,863 ₹76,383 | 1,606.6 ₹65,870.6 | 2,043 ₹83,763 | 966 ₹39,606 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 0.5 | cum | 451.3 ₹225.65 | 389.15 ₹194.58 | 490 ₹245 | 300 ₹150 Lowest |
| 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) | 63 | cum | 9,776 ₹6,15,888 | 8,430 ₹5,31,090 Lowest | 10,300 ₹6,48,900 | 8,444 ₹5,31,972 |
| 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. | 1,289.5 | sqm | 21 ₹27,079.5 | 18.3 ₹23,597.85 Lowest | 22 ₹28,369 | 39 ₹50,290.5 |
| 1.01 | 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) | 156.93 | sqm | 467 ₹73,286.31 | 403.1 ₹63,258.48 | 520 ₹81,603.6 | 377 ₹59,162.61 Lowest |
| 1.01 | 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) | 1,289.5 | sqm | 358.6 ₹4,62,414.7 | 309.27 ₹3,98,803.67 Lowest | 400 ₹5,15,800 | 385 ₹4,96,457.5 |
| 1.01 | OD214594/2026-2027:Supplying and Fixing Name board 120x75 cm using GI pipes as post and MS sheet surrounded
by MS angles including painting, lettering and fixing in position as per direction of engineer in site.
(MoRD) | 1 | each | 3,000 ₹3,000 | 2,586.9 ₹2,586.9 | 3,000 ₹3,000 | 2,100 ₹2,100 Lowest |
| 1.01 | OD214595/2026-2027:Supplying and fixing granite name board of size 75x60 cm size installed in appropriate place
visible to public made of brick wall with granite plaque should be inserted and engraving letters
etc. complete as per direction of e-i-c. (MoRD) | 1 | each | 5,245 ₹5,245 | 4,523.62 ₹4,523.62 | 5,500 ₹5,500 | 4,188 ₹4,188 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,772
Closing Date
3 Nov 2026, 3:00 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 Panchayath
Road
2026_LSGD_882799_1
8b(16)/AEE/LSGD/TVM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,772
Yes
5 Nov 2026
27 Oct 2026
5 Nov 2026
27 Oct 2026
3 Nov 2026
27 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road renovation | |||||
| 1.001 | 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. | 420 | sqm | - | - |
| 1.002 | OD217126/2026-2027:Filling with Quarry muck
Filling up low lying and water logged areas with local material/quarry mucks,spreading in
layers,levelling the top at site and consolidation by ramming, etc complete for improving the
CBR value for subgrade | 41 | cum | - | - |
| 1.003 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 0.5 | cum | - | - |
| 1.004 | 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) | 63 | cum | - | - |
| 1.005 | 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. | 1,289.5 | sqm | - | - |
| 1.006 | 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) | 156.93 | sqm | - | - |
| 1.007 | 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) | 1,289.5 | sqm | - | - |
| 1.008 | OD214594/2026-2027:Supplying and Fixing Name board 120x75 cm using GI pipes as post and MS sheet surrounded
by MS angles including painting, lettering and fixing in position as per direction of engineer in site.
(MoRD) | 1 | each | - | - |
| 1.009 | OD214595/2026-2027:Supplying and fixing granite name board of size 75x60 cm size installed in appropriate place
visible to public made of brick wall with granite plaque should be inserted and engraving letters
etc. complete as per direction of e-i-c. (MoRD) | 1 | each | - | - |
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