Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.3 L+₹41,007.68 (14.1%)Rejected-Finance | L2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | Rameshchandran.C.S L1 | Asokan S L2 |
|---|---|---|---|---|---|
| 1.00CULVERT | |||||
| 1.00 | 9.1.1:Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 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. I. Ordinary soil (i) Upto 3 m depth | 4.85 | cum | 827.01 ₹4,009.34 Lowest | 943.5 ₹4,574.09 |
| 1.00 | 9.9.1:Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 (i) Nominal mix 1:3:6 | 0.93 | cum | 7,904.08 ₹7,334.99 Lowest | 9,017.46 ₹8,368.2 |
| 1.00 | 9.2.1:Bedding for Pipe (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | 5.25 | cum | 7,724.43 ₹40,584.16 Lowest | 8,812.5 ₹46,300.88 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.37 | tonne | 88,192.89 ₹32,807.76 Lowest | 1,00,615.87 ₹37,429.1 |
| 1.00 | 9.4.A:Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (A) 1200 mm dia | 5.4 | metre | 10,762 ₹58,114.8 Lowest | 12,277.95 ₹66,300.93 |
| 1.01 | OD80983/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20cm
depth consolidate each deposit layer by ramming and watering. lead up to 50m and lift 1.5m
asperdirection of site engineer in charge. | 5.12 | cum | 460.58 ₹2,358.17 Lowest | 525.46 ₹2,690.36 |
| 1.01 | OD81072/2025-2026:Modified MoRD 10.15 item -Tubular Steel Railing< erecting 50 mm dia painted steel pipe railing as per approved drawings Clause 1706 | 10.4 | metre | 673.64 ₹7,005.86 Lowest | 768.54 ₹7,992.82 |
| 2.00sidewall | |||||
| 2.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 7.29 | cum | 827.01 ₹6,028.9 Lowest | 943.5 ₹6,878.12 |
Tender Value
Refer Docs
EMD Value
₹8,473
Closing Date
25 Aug 2025, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer Pulimath Gramapanchayath
PJ No 191/26-CONSTRUCTION OF CULVERT AND SIDEWALL FOR ARIVARIKKUZHI ELA THODU IN WARD 8
2025_LSGD_787579_8
05/E-TENDER/AE/PLT/2025-26
Open Tender
Civil Works - Roads
Item Rate
150 days
Pulimath Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,473
Yes
5 Nov 2025
18 Aug 2025
28 Aug 2025
18 Aug 2025
25 Aug 2025
18 Aug 2025
Amount
CULVERT
9.1.1:Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 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. I. Ordinary soil (i) Upto 3 m depth
9.9.1:Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 (i) Nominal mix 1:3:6
9.2.1:Bedding for Pipe (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
9.4.A:Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (A) 1200 mm dia
OD80983/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20cm depth consolidate each deposit layer by ramming and watering. lead up to 50m and lift 1.5m asperdirection of site engineer in charge.
OD81072/2025-2026:Modified MoRD 10.15 item -Tubular Steel Railing< erecting 50 mm dia painted steel pipe railing as per approved drawings Clause 1706
sidewall
11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth
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.
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)
Asokan S (BID ID -2298785)
Bidder Name
Rameshchandran.C.S
Asokan S
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1295422.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 • 0.04 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 .