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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₹7.2 LAccepted-AOC | L1 | Accepted-AOC Higher rate and hence not admitted | |
| 2 | L2₹8.3 L+₹1.0 L (14.0%)Rejected-AOC PARAPPURATH POYIL HOUSE MALAYAMMA PO NIT KOZHIKODE | KOZHIKODE | KOZHIKODE | KERALA | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹8.7 L+₹1.4 L (19.9%)Rejected-AOC | L3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ABDUL LATHEEF AK L3 | P.P Ibrahim L2 | ABDUL AZEEZ L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 1.00 | OD217025/2025-2026: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil( modified data of D S R 2.6.1) | 86.4 | cum | 225 ₹19,440 | 200 ₹17,280 Lowest | 210.53 ₹18,189.79 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 450 | sqm | 18 ₹8,100 | 17 ₹7,650 | 16 ₹7,200 Lowest |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 92.19 | sqm | 400 ₹36,876 | 388 ₹35,769.72 | 337.36 ₹31,101.22 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 450 | sqm | 310 ₹1,39,500 | 290 ₹1,30,500 | 247.21 ₹1,11,244.5 Lowest |
| 1.00 | OD217026/2025-2026:( MODIFIED DATA OF 60.7.1)DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 135.91 | cum | 3,850 ₹5,23,238.1 | 3,700 ₹5,02,852.2 | 3,263.34 ₹4,43,507.49 Lowest |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 7.65 | cum | 8,900 ₹68,085 | 8,400 ₹64,260 | 7,494.46 ₹57,332.62 Lowest |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 175 | cum | 42 ₹7,350 | 40 ₹7,000 Lowest | 44.79 ₹7,838.25 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 71.6 | cum | 600 ₹42,960 | 580 ₹41,528 | 519.8 ₹37,217.68 Lowest |
| 1.01 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 0.03 | tonne | 85,000 ₹2,380 | 83,000 ₹2,324 | 81,697.77 ₹2,287.54 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
25 Aug 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
O/O ASSISTANT ENGINEER ,LID AND EW SECTION OMASSERY
CIVIL WORK
2025_LSGD_787308_21
E TENDER 3/2025-26
Open Tender
Civil Works - Roads
Item Rate
210 days
OMASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
13 Nov 2025
18 Aug 2025
27 Aug 2025
18 Aug 2025
25 Aug 2025
18 Aug 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1296173.pdf
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details.html
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