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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY SIVARAJAN B | |
| 2 | L1₹15.3 LRejected-AOC | L1 | Rejected-AOC LOWEST AMOUNT QUOTED BY SIVARAJAN B | |
| 3 | L2₹14.6 LRejected-AOC N A | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY SIVARAJAN B |
Tender Value
₹16.9 L
EMD Value
₹42,354
Closing Date
3 Apr 2025, 6:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER, LIDEW DIVISION, DISTRICT PANCHAYATH PAINAV IDUKKI
Annual Plan-IDP 2024-25 NEDIYORAM -PALOORKKAVU ROAD CULVERT AND PROTECTION WALL IN PERUVANTHANAM GP-PROJECT NO-955-General Civil Work-TENDER
2025_LSGD_753909_11
12/T/AEE/LIDEW/IDK/2024-2025
Open Tender
Civil Works - Others
Item Rate
PERUVANTHANAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,354
Yes
24 Jun 2025
22 Mar 2025
5 Apr 2025
22 Mar 2025
3 Apr 2025
22 Mar 2025
22 Mar 2025 - 3 Apr 2025
Amount
Culvert construction
OD280334/2024-2025:Putting up ring bund (Type 2) with earth filled gunny bags of top width 1m, bottom width 2m height 2m side and filling in between with earth to form ring bund and maintaining the same leak proof till completion of the work and clearing the site by dismantling of the bund after completion of the work etc complete.
OD282392/2024-2025:Bailing out water using 2HP pump -bailing out water with 2hp engine and pump set including conveyance to site and erection, cost of fuel, lubrication and other stores, pay to staff etc complete
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
11.1.4:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. IV. Hard rock (blasting prohibited)Upto 3 m depth including 1.5 m depth in hard rock
OD282347/2024-2025:Dowel bars-Supplying and providing MS dowel bars of size 16 mm dia of 2 m long (1 m rock and 1 m concrete )including drilling holes of 20 mm dia to a depth of 1 m in rock and filling the gap with cement grout (0.10kg /each)etc. complete.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. 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
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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)
OD289990/2024-2025: PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
OD465339/2024-2025:Providing and fixing of good quality granite name board with lettering including of all cost, conveyance, labour charges etc. complete
Retaining wall
8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
OD282453/2024-2025:Dowel bars-Supplying and providing MS dowel bars of size 16 mm dia of 2 m long (1 m rock and 1 m concrete )including drilling holes of 20 mm dia to a depth of 1 m in rock and filling the gap with cement grout (0.10kg /each)etc. complete.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
OD289991/2024-2025: PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
Road Concreting
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
OD499503/2024-2025:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5 m as per direction of site Engineer-in-charge
OD283848/2024-2025:OD311446/2023-2024 Filling with Quarry Muck 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
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)
Thomas John (BID ID -2181563)
HAFFIZ MOHAMMED (BID ID -2185732)
Bidder Name
HAFFIZ MOHAMMED
Thomas John
Sivarajan.B
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1223993.pdf
boq_comp_chart.xlsx
xlsx
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