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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.6 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹8.6 L+₹8,630.27 (1.01%)Rejected-AOC | 2 | Rejected-AOC L2 |
Tender Value
₹8.6 L
EMD Value
₹21,600
Closing Date
2 Aug 2017, 5:00 pmClosed
Assistant Engineer
Assistant Engineer Kazhakoottam Zonal Office
Sainika nagar- Madathil lane interlocking at chanthavila ward
2017_LSGD_132761_1
TVPM CORP/KZ/1510/17-18
Open Tender
Civil Works - Roads
Item Rate
90 days
Kazhakoottam Zonal Office
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,800
Yes
online
₹21,600
Yes
16 May 2025
26 Jul 2017
7 Aug 2017
26 Jul 2017
2 Aug 2017
26 Jul 2017
Amount
DETAILED ESTIMATE
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
od93846/2017_2018 : Random rubble dry stone masonry
od105732/2017_2018 : RR masonry in CM 1:6 for substructure - up to 5 m height including cost and conveyance of all materials and all labour charges etc; complete
od93895/2017_2018 : 1.7 m x 1.7m x 1.50 m size Rain water pit , using 30cm DR packing below the pit , 25cm thick side wall using RCC 1:2:4 , 20mm metal and 8mm dia tor steel in 30cm c/c in both horrizondal and vertical , 63mm dia pvc pipe 4kg/cm2 for weephole - 25cm lengh in 4 nos /each side , 1.5m x1.5 m size iron gril on top of pit for covering using 50mm x 6mm thick flat including cost and conveyance of all materials and all labour charges etc; complete.<br>
3.7 : Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
od93908/2017_2018 : Filling with Quarry muck / Local material in low laying and water logged areas , spreading in layers , levelling the top at site and consolidation by ramming etc ; complete for improving the CBR value of subgrade
6.7.1 : Interlocking Concrete Block Pavement <br> Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
SHERIN RAJ D M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_161064.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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