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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC | ₹11.4 L | L1 | Accepted-AOC lowest |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | K P MADHUSOODHANAN L1 | Royal Opticals L2 |
|---|---|---|---|---|---|
| 1.00Road Re Tarring | |||||
| 1.00 | OD148871/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.6 | cum | 1,734.04 ₹11,444.66 Lowest | 1,734.04 ₹11,444.66 Lowest |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 130.5 | cum | 3,750.64 ₹4,89,458.52 Lowest | 3,750.64 ₹4,89,458.52 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 870 | sqm | 80.37 ₹69,921.9 Lowest | 80.37 ₹69,921.9 Lowest |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 870 | sqm | 18.9 ₹16,443 Lowest | 18.9 ₹16,443 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) | 870 | sqm | 302 ₹2,62,740 Lowest | 302.65 ₹2,63,305.5 |
| 1.01 | OD142964/2025-2026: 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 (with out power roller) | 8.1 | cum | 1,297 ₹10,505.7 Lowest | 1,297.16 ₹10,507 |
| 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) | 15.08 | cum | 9,186.71 ₹1,38,535.59 Lowest | 9,186.73 ₹1,38,535.89 |
| 1.01 | OD154021/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe( DAR 19.6.4) | 10 | metre | 1,166 ₹11,660 Lowest | 1,166.85 ₹11,668.5 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 5.62 | cum | 441 ₹2,480.63 Lowest | 441.5 ₹2,483.44 |
Tender Value
₹11.4 L
EMD Value
₹28,510
Closing Date
20 Aug 2025, 5:00 pmClosed
AE LSGD MNGP
AE LSGD MNGP
PlanMararikkulam North 2025-26 Renovation Of Semitheri Puthanpurackal Road Ward 1-P136
2025_LSGD_783793_2
7/2025/AE/LIDEWMNGP
Open Tender
Civil Works - Roads
Item Rate
270 days
Mararikulam North GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹28,510
Yes
2 Jul 2026
11 Aug 2025
22 Aug 2025
11 Aug 2025
20 Aug 2025
11 Aug 2025
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