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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC Accepted Vide Resolution No.II(1) dtd.10.08.2026 of Nagaroor GP |
| 2 | L2₹7.6 L+₹1,548 (0.20%)Rejected-Finance VAYALIPARAMBIL HOUSE OORAKKADU EDATHALA P O 683561 | EDATHALA | ERNAKULAM | KERALA | 683561 | ₹7.6 L+₹1,548 (0.20%) | L2 | Rejected-Finance Higher rate and hence not admitted |
| 3 | L3₹7.8 L+₹23,744 (3.12%)Rejected-Finance | ₹7.8 L+₹23,744 (3.12%) | L3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | L4₹8.0 L+₹40,938 (5.38%)Rejected-Finance | ₹8.0 L+₹40,938 (5.38%) | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | VAYALIL CONSTRUCTIONS L2 | s.jayakumar L4 | NAZARUDEEN L1 | SUMIN L3 |
|---|---|---|---|---|---|---|---|
| 1.00maintenance | |||||||
| 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. | 798 | sqm | 14.72 ₹11,746.56 | 15.49 ₹12,361.02 | 7 ₹5,586 Lowest | 15.08 ₹12,033.84 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 39.38 | cum | 3,449.39 ₹1,35,819.73 Lowest | 3,629.53 ₹1,42,912.74 | 3,600 ₹1,41,750 | 3,533.71 ₹1,39,139.83 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 525 | sqm | 72.11 ₹37,857.75 | 75.87 ₹39,831.75 | 16 ₹8,400 Lowest | 74.15 ₹38,928.75 |
| 1.00 | 5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 525 | sqm | 15.38 ₹8,074.5 Lowest | 16.18 ₹8,494.5 | 16 ₹8,400 | 17.47 ₹9,171.75 |
| 1.00 | 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) | 525 | sqm | 270.95 ₹1,42,248.75 Lowest | 285.09 ₹1,49,672.25 | 300 ₹1,57,500 | 282.35 ₹1,48,233.75 |
| 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) | 7.88 | cum | 8,451.79 ₹66,557.85 Lowest | 8,893.16 ₹70,033.64 | 9,000 ₹70,875 | 8,658.39 ₹68,184.82 |
| 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) | 40.95 | cum | 8,798.64 ₹3,60,304.31 Lowest | 9,247.7 ₹3,78,693.32 | 9,000 ₹3,68,550 | 9,013.72 ₹3,69,111.83 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
30 Jul 2026, 11:00 amClosed
SNEHA BABU
Office of the Assistant Engineer LID EW Section Nagaroor Grama Panchayat
Annual Plan-Rennovation of Peroor Muslim Juma masjid Road Ward 18 in Nagaroor GP-51/27
2026_LSGD_860914_16
23/AE/LIDEW/NGR/2026-27
Open Tender
Civil Works - Roads
Item Rate
Nagaroor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,184
Yes
22 Aug 2026
22 Jul 2026
1 Aug 2026
22 Jul 2026
30 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1maintenance | |||||
| 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. | - | sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.003 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.004 | 5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.005 | 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) | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
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