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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.4 L+₹44,707.30 (11.3%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.7 L+₹70,457.55 (17.8%)Rejected-AOC KARIPPALI COLONY MELE KARIPPAYI COLONY SAMAGRAVIKASANAM IN ELEVANCHERY GP 188 25 KARIPPALI COLONY MELE KARIPPAYI COLONY SAMAGRAVIKASANAM IN ELEVANCHERY GP | PALAKKAD | KERALA | 672122 | L3 | Rejected-AOC L3 | |
| 4 | L4₹4.8 L+₹85,611.63 (21.6%)Rejected-Finance KERALA | L4 | Rejected-Finance L4 | |
| 5 | L5₹4.9 L+₹89,470.06 (22.6%)Rejected-Finance P O NEMMARA PALAKKAD DIST PIN 678 508 | PALAKKAD | KERALA | 678508 | L5 | Rejected-Finance L5 |
Tender Value
₹7 L
EMD Value
₹17,500
Closing Date
26 Sept 2022, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER LSGD SUB DIVISION NENMARA BLOCK PANCHAYATH
Cheppalode SC colony samagravikasanam and drainage in elavanchery gp
2022_LSGD_493151_1
ET- 11/22-23/AEE/LSGD/NMABP
Open Tender
Civil Works - Roads
Item Rate
270 days
NENMARA
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,400
Yes
₹17,500
Yes
3 Jan 2023
16 Sept 2022
29 Sept 2022
16 Sept 2022
26 Sept 2022
16 Sept 2022
Amount
Side protection of houses
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
Side protection of road
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
12.5.1.1: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> I. P.C.C grade M 15 <br> (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
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4
OD70863/2022-2023:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
OD70864/2022-2023:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
OD70865/2022-2023:Surface dressing of the ground including removing vegetation and in-qualities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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)
P.E.SHAJI
STALIN.V
VIJAYARAGHAVAN C
DEVADASAN.V
Bidder Name
P.E.SHAJI
VIJAYARAGHAVAN C
DEVADASAN.V
STALIN.V
BHUVANESWARAN.P
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