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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KALATHINGAL HOUSE KARAKKUNNU POST MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | 676123 | - | Rejected-Technical above L1 | |
| 3 | Rejected-Technical ASSISTANT ENGINEER LID EW ALAYAM GRAMA PANCHAYAT | FARIDABAD | HARYANA | 121004 | - | Rejected-Technical above L1 |
Tender Value
₹9.3 L
EMD Value
₹23,304
Closing Date
21 Apr 2025, 6:55 pmClosed
Ali Faisal KT
Office of the Assistant Engineer, LIDandEW Section, Thrikkalangode Grama Panchayat
Annual Plan-Annual Plan-Thrikkalangode GP Annual Plan 2024-25, Prj No.102 MAILOOTH MANIYETTA CHARAKULAM SHAPPINKUNNU ROAD SIDE KETT RETARINGRETARRING WARD 15 - General Civil Work-Prj No.102-General Civil Work
2025_LSGD_756392_7
06/2024-25/AE/LIDandEW/TKD
Open Tender
Civil Works - Roads
Item Rate
270 days
Thrikkalangode GP
Please refer tender documents
8 documents required · 8 mandatory
₹2,055
Yes
₹23,304
Yes
29 Jul 2025
29 Mar 2025
23 Apr 2025
29 Mar 2025
21 Apr 2025
29 Mar 2025
Amount
Retaring and side protection
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
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.
OD504892/2024-2025: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 - from DAR 51.2.3
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
5.1.1a:Prime Coat :- Low porosity 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
5.2.3a:Tack Coat 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.
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
OD505033/2024-2025: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. (OD from DAR-2.6.1)
OD505034/2024-2025:[OD From DAR 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
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD529518/2024-2025:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site(OD from DSR Specification code60.7.8)
OD529548/2024-2025:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar (OD from DAR 15.9.2)
OD504893/2024-2025:NAME BOARD: Providing and fixing granite of any color and shade for Name board of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand), including all charges etc. complete at all levels, including lettering and fixing
Rashid K (BID ID -2198978)
SUNIL K (BID ID -2199060)
Bidder Name
SUNIL K
Rashid K
NIHAL ABDUL MAJEED P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1228582.pdf
boq_comp_chart.xlsx
xlsx
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