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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹23.7 L+₹2,872.62 (0.12%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical TC 53 407 POTTAVILA KARAKKAMANDAPAM NEMOM P O TRIVANDRUM 695020 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695020 | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | R SURESHKUMAR L3 | VIJAYAN J L1 | SUNIL L4 | SHAFEER.S L5 | ISRAYEL Y L L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||||
| 1.00 | 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 | 198 | cum | 885.84 ₹1,75,396.32 | 866.39 ₹1,71,545.22 | 631.31 ₹1,24,999.38 Lowest | 962.75 ₹1,90,624.5 | 867.35 ₹1,71,735.3 |
| 1.00 | 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 | 19.8 | cum | 8,466.29 ₹1,67,632.54 | 8,280.42 ₹1,63,952.32 Lowest | 9,201.49 ₹1,82,189.5 | 9,201.49 ₹1,82,189.5 | 8,289.62 ₹1,64,134.48 |
| 1.00 | 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 | 112.2 | cum | 9,299.22 ₹10,43,372.48 | 9,095.06 ₹10,20,465.73 Lowest | 10,106.75 ₹11,33,977.35 | 10,106.75 ₹11,33,977.35 | 9,105.17 ₹10,21,600.07 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 7.03 | tonne | 94,465.98 ₹6,64,095.84 | 92,392.06 ₹6,49,516.18 Lowest | 1,02,669.25 ₹7,21,764.83 | 1,02,669.25 ₹7,21,764.83 | 92,494.72 ₹6,50,237.88 |
| 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. | 1,020 | sqm | 14.82 ₹15,116.4 | 14.25 ₹14,535 Lowest | 15.83 ₹16,146.6 | 15.8 ₹16,116 | 14.51 ₹14,800.2 |
| 1.01 | 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. | 75.36 | sqm | 383.01 ₹28,863.63 | 374.6 ₹28,229.86 | 199.1 ₹15,004.18 Lowest | 424.68 ₹32,003.88 | 375.01 ₹28,260.75 |
| 1.01 | OD101843/2026-2027:75.5.11.1.A.2Z Modified - Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 packed bitumen 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) | 1,020 | sqm | 278.14 ₹2,83,702.8 | 272.03 ₹2,77,470.6 Lowest | 302.29 ₹3,08,335.8 | 302.29 ₹3,08,335.8 | 272.33 ₹2,77,776.6 |
| 1.01 | 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) | 4.5 | cum | 8,640.55 ₹38,882.48 | 8,450.85 ₹38,028.83 | 3,814.67 ₹17,166.02 Lowest | 9,390.85 ₹42,258.83 | 8,460.24 ₹38,071.08 |
Tender Value
₹26.3 L
EMD Value
₹50,000
Closing Date
16 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemomzonal Thiruvananthapuram corporation
PRO NO-752/27- THIRUVALLOM ZONAL - VELLAR WARD -PACHALLOOR JUNCTION TO KUZHIPPAZHINJI PACHALLOOR LPS ROAD CONSTRUCTION AND RENOVATION
2026_LSGD_859663_7
01/AEE5/LID AND EW TMC 2026-27(2)
Open Tender
Civil Works - Roads
Item Rate
180 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
8 Oct 2026
8 Jul 2026
18 Jul 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD101843/2026-2027:75.5.11.1.A.2Z Modified - Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 packed bitumen 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) | - | sqm | - | - |
| 1.008 | 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 | - | - |
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