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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹17.9 L+₹57,043.97 (3.28%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
1 Oct 2024, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemomzonal Thiruvananthapuram corporation
PRO No 596/25 VIZHINJAM WARD VIZHINJAM RAMSAMKULAM INTERLOCK AND DRAINAGE-RAMSANKULAM INTERLOCK AND DRAINAGE
2024_LSGD_687617_2
596/AEE5/LID/EW/TMC-NE/25
Open Tender
Civil Works - Roads
Item Rate
150 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
15 Nov 2024
23 Sept 2024
4 Oct 2024
23 Sept 2024
1 Oct 2024
23 Sept 2024
Amount
side wall drainage interlock
2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (A) Rubble Stone Masonry in Lime Mortar
2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete
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
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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)
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
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)
12.8:Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD67219/2024-2025:PVC weep holes-Providing weep holeusing 75mm dia pvc pipe working pressure 4kg/sq.cm cost of materials
OD65404/2024-2025:surface dressing of the ground including removing vegetation and in equalities not exceeding 15c.m deepand disposal of rabbish,lead up to 50 man lift up to 1.5m,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)
OD65408/2024-2025:modified data 6.7.2 interlocking concrete blockpavement providing a layer ofinterlocking concrete block pavements havingthickness o60 mm including providing a layer of 60 mm aggregate for 5 cm thickness as per drawing and techanical specification clause 1504.
OD65403/2024-2025:CHEQUERED PRECASTE CEMENT CONCRETE TILES 22 MM THICK IN FOOT PATH &AMP;COURTYYARD,JOINTED WITH NEAT CEMENT SLURRY MIXED WITH PIGMENT TOMATCH THE SHADE OF TILES,INCLUDE RUBBING AND CLEANING ETC.COMPLETE ON 20 MMTHICK BED OF CEMENTMORTAR 1:4 (1CEMENT 4COARSE SAND )ORDINARY CEMENT WITHOUT ANY PIGMENT.
REGHU C
ReneeshJeo
JAYA KUMAR V
Bidder Name
JAYA KUMAR V
E RETNARAJAN
ReneeshJeo
REGHU C
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1077458.pdf
boq_comp_chart.xlsx
xlsx
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