Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | P BHADRAN L2 | RAJENDRAN PILLAI L1 |
|---|---|---|---|---|---|
| 1.00Retaining wall | |||||
| 1.00 | 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 | 34.27 | cum | 785.65 ₹26,925.8 Lowest | 785.65 ₹26,925.8 Lowest |
| 1.00 | OD279746/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality
blasted rubble including conveyance of material and labour charges etc. complete as per
direction of departmental officers at site. | 75.6 | cum | 3,051 ₹2,30,655.6 Lowest | 3,051 ₹2,30,655.6 Lowest |
| 1.00 | 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 | 8.57 | cum | 9,500 ₹81,396 | 8,719.8 ₹74,711.25 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.53 | tonne | 91,020.71 ₹48,332 Lowest | 91,020.71 ₹48,332 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 59.98 | cum | 7,250 ₹4,34,826 | 6,681.03 ₹4,00,701.46 Lowest |
| 1.01 | OD280968/2025-2026: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 including
all (Without power roller) | 30.49 | cum | 1,041.64 ₹31,761.69 Lowest | 1,041.64 ₹31,761.69 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,162
Closing Date
23 Sept 2025, 6:00 pmClosed
AE LSGD CHERIYANAD GP
AE LSGD CHERIYANAD GP
CHERIYANAD GP PRO. NO. 18/25-26-CONSTRUCTION OF RETAINING WALL AT KULIKKAMPALAM ROAD IN WARD NO. 1
2025_LSGD_796571_6
04/AE/LIDEW/NIT/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
CHERIYANAD GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,162
Yes
27 Oct 2025
15 Sept 2025
25 Sept 2025
15 Sept 2025
23 Sept 2025
15 Sept 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1320120.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .