Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹5.9 L+₹1,258.85 (0.21%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Rinju P James L1 | Kiran S Nair L2 |
|---|---|---|---|---|---|
| 1.00COMPOUND WALL | |||||
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 56.78 | cum | 445 ₹25,268.88 Lowest | 446 ₹25,325.66 |
| 1.00 | OD292234/2025-2026:
DOWEL BARS- Supplying and providing M S dowel bars of size 16mm dia of 0.90m long (70cm in rock and 20cm in concrete) including drilling holes of 20mm dia to a depth of 70 cm in rock and filling the gap with cement grout (0.10kg/each) etc complete. | 212 | each | 396 ₹83,952 Lowest | 397 ₹84,164 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.43 | cum | 10,488 ₹1,19,877.84 Lowest | 10,500 ₹1,20,015 |
| 1.00 | 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 | 685.8 | kilogram | 112 ₹76,809.6 Lowest | 113 ₹77,495.4 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 114.3 | sqm | 386 ₹44,119.8 Lowest | 386 ₹44,119.8 Lowest |
| 2.00DR RETAINING WALL | |||||
| 2.00 | 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 | 17.33 | cum | 359 ₹6,222.55 Lowest | 360 ₹6,239.88 |
| 2.00 | OD292228/2025-2026:
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 43.52 | cum | 3,993 ₹1,73,775.36 Lowest | 3,994 ₹1,73,818.88 |
| 2.00 | 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.26 | cum | 9,235 ₹11,599.16 Lowest | 9,236 ₹11,600.42 |
Tender Value
₹5.9 L
EMD Value
₹14,812
Closing Date
13 Oct 2025, 10:00 amClosed
GOUTHAMI R
Office of the assistant engineer LID EW
GENERAL RAGP/96/25-26 Construction Of Compound Wall For Chavaramplavu Anganwadi
2025_LSGD_805293_3
03/2025/AE/LID EW/ RAG
Open Tender
Civil Works - Buildings
Item Rate
180 days
ranni angadi
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,812
Yes
31 Oct 2025
6 Oct 2025
14 Oct 2025
6 Oct 2025
13 Oct 2025
6 Oct 2025
Amount
COMPOUND WALL
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD292234/2025-2026: DOWEL BARS- Supplying and providing M S dowel bars of size 16mm dia of 0.90m long (70cm in rock and 20cm in concrete) including drilling holes of 20mm dia to a depth of 70 cm in rock and filling the gap with cement grout (0.10kg/each) etc complete.
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
DR RETAINING WALL
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
OD292228/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
FENCING
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
Kiran S Nair (BID ID -2384802)
Bidder Name
Rinju P James
Kiran S Nair
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1340615.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 .