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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹21.9 L+₹5,080.44 (0.23%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L7 | |
| 4 | Rejected-Technical KAMALA BHAVAN NEDUMANGAD PO NELLANADU GRAMA PANCHAYATH | THIRUVANANTHAPURAM | KERALA | 695001 | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | ARUN V G L7 | Manoj L4 | P.T.santhosh kumar L5 | SREEKUMAR L2 | SHABU B. L6 | RAVI S L3 | SUNIL L1 | RAJESH KUMAR C L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Thrikkannapuram ward | |||||||||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 216.5 | sqm | 416.27 ₹90,122.46 | 381.72 ₹82,642.38 | 390.88 ₹84,625.52 | 358.41 ₹77,595.77 Lowest | 416 ₹90,064 | 374.68 ₹81,118.22 | 370.08 ₹80,122.32 | 416 ₹90,064 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 1,730.25 | sqm | 16.11 ₹27,874.33 | 14.77 ₹25,555.79 | 15.13 ₹26,178.68 | 13.87 ₹23,998.57 | 16 ₹27,684 | 14.5 ₹25,088.63 | 0.58 ₹1,003.55 Lowest | 116 ₹2,00,709 |
| 1.00 | OD64179/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 -Packed bitumen rates and
Antistripping Agent 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 (S65)(Modified 75.5.11.1.A.2Z MORD | 1,730.25 | sqm | 302.29 ₹5,23,037.27 | 277.2 ₹4,79,625.3 | 283.85 ₹4,91,131.46 | 260.27 ₹4,50,332.17 Lowest | 302 ₹5,22,535.5 | 272.09 ₹4,70,783.72 | 288.98 ₹5,00,007.65 | 302 ₹5,22,535.5 |
| 1.00 | OD64850/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kind of soil | 378 | sqm | 37.56 ₹14,197.68 | 34.44 ₹13,018.32 | 35.27 ₹13,332.06 | 32.34 ₹12,224.52 | 37 ₹13,986 | 33.81 ₹12,780.18 | 2.65 ₹1,001.7 Lowest | 37 ₹13,986 |
| 1.00 | 4.11.2: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>(ii) Using Gravel mix soil. | 57.75 | cum | 2,538.82 ₹1,46,616.86 | 2,328.1 ₹1,34,447.78 | 2,383.95 ₹1,37,673.11 | 2,185.92 ₹1,26,236.88 | 2,538 ₹1,46,569.5 | 2,285.19 ₹1,31,969.72 | 17.32 ₹1,000.23 Lowest | 2,538 ₹1,46,569.5 |
| 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) | 57.75 | cum | 9,776.27 ₹5,64,579.59 | 8,964.84 ₹5,17,719.51 | 9,179.92 ₹5,30,140.38 | 8,417.37 ₹4,86,103.12 Lowest | 9,776 ₹5,64,564 | 8,799.62 ₹5,08,178.06 | 9,247.21 ₹5,34,026.38 | 9,776 ₹5,64,564 |
| 2.00RCC retaining wall | |||||||||||
| 2.00 | 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 | 29.29 | cum | 962.76 ₹28,197.31 | 882.85 ₹25,856.91 | 904.03 ₹26,477.23 | 828.94 ₹24,277.99 | 962 ₹28,175.06 | 866.58 ₹25,380.4 | 34.14 ₹999.89 Lowest | 962 ₹28,175.06 |
| 2.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 4.12 | cum | 9,201.49 ₹37,956.15 | 8,437.77 ₹34,805.8 | 8,640.2 ₹35,640.83 | 7,922.48 ₹32,680.23 | 9,201 ₹37,954.13 | 8,282.26 ₹34,164.32 | 242.42 ₹999.98 Lowest | 9,201 ₹37,954.13 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
9 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram Corporation
494/2026-27 MAINTENANCE OF MLA ROAD,DAS NAGAR ,ARAMADA CSI CHURCH MARUTHANVILA ROAD IN THRIKKANNAPURAM WARD
2026_LSGD_858413_3
04/E16/AEE2/5321989/26-27
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
16 Jul 2026
2 Jul 2026
10 Jul 2026
2 Jul 2026
9 Jul 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Thrikkannapuram ward | |||||
| 1.001 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | - | sqm | - | - |
| 1.002 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | - | sqm | - | - |
| 1.003 | OD64179/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 -Packed bitumen rates and
Antistripping Agent 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 (S65)(Modified 75.5.11.1.A.2Z MORD | - | sqm | - | - |
| 1.004 | OD64850/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kind of soil | - | sqm | - | - |
| 1.005 | 4.11.2: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>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.006 | 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 | - | - |
| 2RCC retaining wall | |||||
| 2.001 | 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 | - | cum | - | - |
| 2.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
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