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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 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.0 L+₹17,615.71 (2.57%)Rejected-AOC CHELAMATTOM VALLAM KARAYIL HOUSE | KANNUR | KERALA | 670511 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical EDAMATTOM | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Vazhayil Constructions L4 | GEORGE JOSEPH L2 | Aravind U L3 | DHARVESH EBRAHIM GOUSU L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 301 | sqm | 47.81 ₹14,390.81 | 46.98 ₹14,140.98 | 51.02 ₹15,357.02 | 45 ₹13,545 Lowest |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 16.8 | cum | 15.06 ₹253.01 | 14.8 ₹248.64 Lowest | 16.07 ₹269.98 | 45 ₹756 |
| 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) | 16.7 | cum | 8,961.23 ₹1,49,688.39 | 8,806.3 ₹1,47,100.44 | 8,000 ₹1,33,632 Lowest | 8,606 ₹1,43,754.62 |
| 1.00 | OD122919/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 189 | sqm | 1,055.74 ₹1,99,534.86 | 1,037.48 ₹1,96,083.72 | 1,126.76 ₹2,12,957.64 | 995 ₹1,88,055 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 14.18 | cum | 3,127.59 ₹44,333.59 | 3,073.52 ₹43,567.15 | 2,950 ₹41,816.25 Lowest | 3,234 ₹45,841.95 |
| 1.01 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 36 | sqm | 303.2 ₹10,915.2 | 297.96 ₹10,726.56 | 310 ₹11,160 | 290 ₹10,440 Lowest |
| 1.01 | 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 | 28.05 | cum | 3,514.35 ₹98,577.52 | 3,453.59 ₹96,873.2 | 3,250 ₹91,162.5 Lowest | 3,375 ₹94,668.75 |
| 1.01 | 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. | 329 | sqm | 14.8 ₹4,869.2 | 14.54 ₹4,783.66 | 15.76 ₹5,185.04 | 13 ₹4,277 Lowest |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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 | 262 | sqm | 75.31 ₹19,731.22 | 74 ₹19,388 | 80.37 ₹21,056.94 | 72 ₹18,864 Lowest |
Tender Value
₹7.6 L
EMD Value
₹19,064
Closing Date
30 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
LID EW Section , Ramapuram Grama Panchayat
Ramapuram GP 2025-26, S0043/26-Maintenance of Ramapuram Ambalam Thyparambu Elamkoormattam Road - Ward 5
2025_LSGD_778449_2
ET-1(1)/AE/LIDEW/RMPM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Ramapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,064
Yes
19 Nov 2025
23 Jul 2025
1 Aug 2025
23 Jul 2025
30 Jul 2025
23 Jul 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1274577.pdf
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