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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹62.2 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹62.3 L+₹15,134.20 (0.24%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹66.0 L+₹3.8 L (6.16%)Rejected-AOC | 3 | Rejected-AOC L3 | |
| 4 | 4₹66.4 L+₹4.2 L (6.82%)Rejected-AOC | 4 | Rejected-AOC L4 | |
| 5 | 5₹67.2 L+₹5.0 L (8.05%)Rejected-AOC | 5 | Rejected-AOC L5 |
Tender Value
₹74.6 L
EMD Value
₹50,000
Closing Date
11 Nov 2022, 4:00 pmClosed
EXECUTIVE ENGINEER
LSGD (LID AND EW) DIVISION, DIST PANCHAYATH, PALAKKAD - 678001
LAC ADS 2019-20 Ottapalam Constituency - Proposed Construction of Bridge Across Mulanjur Bhagavathikkadavu Thode in Lakkidi Perur Grama Panchayath
2022_LSGD_522479_8
D1/ET/EE/05/2022-23
Open Tender
Civil Works - Bridges
Item Rate
270 days
Lakkidi Perur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Dec 2022
3 Nov 2022
14 Nov 2022
3 Nov 2022
11 Nov 2022
3 Nov 2022
Amount
Bridge Construction
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br>
12.1.2.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.<br> Ordinary Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means <br>
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br>
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>
12.8.E.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> RCC Grade M25 - Using Concrete Mixer <br>
13.5.F.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - Using concrete Mixer - Height upto 5m
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
6 Approch Road Work (MoRD)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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
Bridge and Approach Road Finishing Work
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
51.2.3:Filling with Quarry Muck <br> 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
K HARINARAYANAN
ABDUNNASAR K.P.
VISWANATHAN M
IBRAHIM
Bidder Name
K HARINARAYANAN
Haridas
ABDUNNASAR K.P.
VISWANATHAN M
IBRAHIM
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