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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 LAccepted-Finance | ₹14.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹15.2 L+₹82,862.78 (5.75%)Accepted-Finance | ₹15.2 L+₹82,862.78 (5.75%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical CHOLAYIL HOUSE MATATHUR POST OTHUKKUMGAL VAI MALAPPURAM 676528 | MALAPPURAM | MALAPPURAM | KERALA | 676528 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | VIJAYAN C L3 | SUNIL L2 | VIPIN K.S L1 |
|---|---|---|---|---|---|---|
| 1.00road | ||||||
| 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. | 158.26 | sqm | 386.09 ₹61,102.6 | 6.32 ₹1,000.2 Lowest | 353.85 ₹56,000.3 |
| 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. | 1,215 | sqm | 14.94 ₹18,152.1 | 15.83 ₹19,233.45 | 13.7 ₹16,645.5 Lowest |
| 1.00 | OD85135/2026-2027: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 (S-65) (Modified 75.5.11.1.A.2Z MORD) | 1,215 | sqm | 280.37 ₹3,40,649.55 | 297.45 ₹3,61,401.75 | 256.98 ₹3,12,230.7 Lowest |
| 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) | 35.33 | cum | 8,710.04 ₹3,07,682.16 | 6,420.28 ₹2,26,796.39 Lowest | 7,983.19 ₹2,82,006.19 |
| 1.00 | OD85134/2026-2027:Applying Curing Compound on finished surface of concretestructure at the rate specified by the manufacture including transportation ,machinery and labour etc complete.Rate andAdequancy taken from item 6.4 of MoRD Specification | 471 | sqm | 33.39 ₹15,726.69 | 36 ₹16,956 | 30.6 ₹14,412.6 Lowest |
| 1.01 | OD85136/2026-2027:steel work in built up GI tubular (round ,square or rectangular hollow tube etc.)GI TUBULAR GATE etc,including cutting ,hosting ,fixing in position and applying a priming coat of approved steel primer ,including welded and bolted with special shaped washers etc complete | 918.6 | kilogram | 238.02 ₹2,18,645.17 | 238.22 ₹2,18,828.89 | 218.15 ₹2,00,392.59 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 7.5 | cum | 9,374.01 ₹70,305.08 | 10,106.79 ₹75,800.93 | 8,591.75 ₹64,438.13 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.9 | tonne | 95,225.73 ₹85,703.16 | 1,02,669.25 ₹92,402.33 | 87,279.12 ₹78,551.21 Lowest |
| 1.01 | OD98975/2026-2027:patchwork for reconcrete .providingconcrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202&12031.P.C.C grade M 10(i)Normal mix 1:3:6 | 11.48 | cum | 8,206.16 ₹94,231.34 | 8,847.69 ₹1,01,598.02 | 7,521.35 ₹86,367.66 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,363
Closing Date
22 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemom zonal Thiruvananthapuram corporation
Proj.no.764/26-27 -Rennovation and Drain construction of Ayyappa Gardens- Sreenagar Themankari Road in Nedumcaud ward
2026_LSGD_860417_5
01/AEE5/LID AND EW TMC 2026-27(3)
Open Tender
Civil Works - Roads
Item Rate
180 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,363
Yes
29 Jul 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 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. | 1 | 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 | OD85135/2026-2027: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 (S-65) (Modified 75.5.11.1.A.2Z MORD) | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD85134/2026-2027:Applying Curing Compound on finished surface of concretestructure at the rate specified by the manufacture including transportation ,machinery and labour etc complete.Rate andAdequancy taken from item 6.4 of MoRD Specification | - | sqm | - | - |
| 1.006 | OD85136/2026-2027:steel work in built up GI tubular (round ,square or rectangular hollow tube etc.)GI TUBULAR GATE etc,including cutting ,hosting ,fixing in position and applying a priming coat of approved steel primer ,including welded and bolted with special shaped washers etc complete | - | kilogram | - | - |
| 1.007 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.009 | OD98975/2026-2027:patchwork for reconcrete .providingconcrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202&12031.P.C.C grade M 10(i)Normal mix 1:3:6 | - | cum | - | - |
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