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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 | 1₹18.3 LAccepted-AOC | 1 | Accepted-AOC agmt | |
| 2 | 2₹20.3 L+₹2.0 L (10.8%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹21.2 L+₹2.9 L (15.9%)Rejected-Finance | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SURENDRAN L1 | SHABU B. L2 | RAJESH KUMAR C L3 |
|---|---|---|---|---|---|---|
| 1.00Raising and concreting | ||||||
| 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. | 175 | sqm | 14.72 ₹2,576 Lowest | 16 ₹2,800 | 20 ₹3,500 |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | 26.25 | cum | 2,292.17 ₹60,169.46 Lowest | 2,546 ₹66,832.5 | 2,546 ₹66,832.5 |
| 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) | 26.25 | cum | 8,798.64 ₹2,30,964.3 Lowest | 9,776 ₹2,56,620 | 9,776 ₹2,56,620 |
| 1.00 | OD115712/2025-2026:Providing plain cement concrete for road work(without formwork) CC 1:2:4 laid to required slope & camber in panels as required including compaction, finishing & tamping etc complete. Maximum size of coarse aggregate not exceeding 25mm mixed in concrete mixer etc complete as per specification. (i) Nominal mix 1:2:4 | 12.15 | cum | 8,460.24 ₹1,02,791.92 Lowest | 9,400 ₹1,14,210 | 9,400 ₹1,14,210 |
| 2.00Retarring | ||||||
| 2.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 330.8 | sqm | 382.21 ₹1,26,435.07 Lowest | 424 ₹1,40,259.2 | 600 ₹1,98,480 |
| 2.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 3,270 | sqm | 14.25 ₹46,597.5 Lowest | 15 ₹49,050 | 25 ₹81,750 |
| 2.00 | 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) | 3,270 | sqm | 267.71 ₹8,75,411.7 Lowest | 297 ₹9,71,190 | 297 ₹9,71,190 |
| 3.00Interlocking | ||||||
Tender Value
₹20.3 L
EMD Value
₹50,000
Closing Date
17 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.
Assistant Executive Engineer
AEE2 Main office Thiruvananthapuram Corporation
Maintenance of roads and byeroads at kavalloor melathumala,kavalloor mannarakonam region in vattiyoorkavu ward P No 551/25-26 in ward 36
2025_LSGD_774993_2
07/E16/AEE2/1703879/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
28 Aug 2025
8 Jul 2025
19 Jul 2025
8 Jul 2025
17 Jul 2025
8 Jul 2025
Amount
Raising and concreting
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.
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
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)
OD115712/2025-2026:Providing plain cement concrete for road work(without formwork) CC 1:2:4 laid to required slope & camber in panels as required including compaction, finishing & tamping etc complete. Maximum size of coarse aggregate not exceeding 25mm mixed in concrete mixer etc complete as per specification. (i) Nominal mix 1:2:4
Retarring
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.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)
Interlocking
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
OD115718/2025-2026:Providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns , driveways or light traffic parking etc of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 6mm aggregate, compacting and proper embedding/laying of interlocking paverblocks into 6mm aggregate bedding layer through vibratory compaction by using plate vibrator, complete all as per direction of Engineer in charge 80mm thick CC paverblock of M-30 grade with approved colour design and pattern.(Modified DSR 16.91.2)
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)
SHABU B. (BID ID -2253967)
RAJESH KUMAR C (BID ID -2254024)
Bidder Name
SHABU B.
SURENDRAN
RAJESH KUMAR C
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