Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC | ₹10.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹10.4 LRejected-AOC MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | ₹10.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | P. S. Sunil L1 | Jomy Mathew L2 |
|---|---|---|---|---|---|
| 1.00Retaining wall | |||||
| 1.00 | 2.4.4.D: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 metres Dismantling Stone Masonry - Dry rubble masonry | 22.54 | cum | 472.49 ₹10,649.92 | 487 ₹10,976.98 |
| 1.00 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, 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. Ordinary Soil - Depth upto 3m - Mechanical Means | 79.24 | cum | 71.84 ₹5,692.60 | 73 ₹5,784.52 |
| 1.00 | OD158083/2025-2026:Providing and fixing 20 mm Dowel bars by Drilling 25 mm dia.holes 1.00 m depth in hard rock and fixing 20 mm dia dowel bars 1.50 m long 1.00 m inside the rock and 0.50 m inside the concrete etc complete. | 44 | each | 546.2 ₹24,032.80 | 564 ₹24,816 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 72.45 | cum | 7,724.92 ₹5.6 L | 7,978 ₹5.8 L |
| 1.00 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 14.7 | cum | 8,069.25 ₹1.2 L | 8,334 ₹1.2 L |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1.6 | MT | 91,620.63 ₹1.5 L | 94,641 ₹1.5 L |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 42 | cum | 84.11 ₹3,532.62 | 86 ₹3,612 |
| 1.01 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 10 | cum | 45.3 ₹453 | 46 ₹460 |
| 1.01 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 7.5 | cum | 6,668.53 ₹50,013.98 | 6,888 ₹51,660 |
Tender Value
₹11.1 L
EMD Value
₹27,627
Closing Date
4 Mar 2026, 4:30 pmClosed
AEE
Office of the Assistant Executive Engineer Roads Sub Division Pala
GENERAL-Construction of damaged retaining wall and allied works at Ch 11/840 km LHS in Erattupetta- Peerumedu road
2026_PWD_840517_1
PWD/RB/18212/2025-2026
Open Tender
Civil Works - Roads
90 days
Erattupetta
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹27,627
18 May 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
Retaining wall
2.4.4.D: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 metres Dismantling Stone Masonry - Dry rubble masonry
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, 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. Ordinary Soil - Depth upto 3m - Mechanical Means
OD158083/2025-2026:Providing and fixing 20 mm Dowel bars by Drilling 25 mm dia.holes 1.00 m depth in hard rock and fixing 20 mm dia dowel bars 1.50 m long 1.00 m inside the rock and 0.50 m inside the concrete etc complete.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.
Drain Pipe
OD158085/2025-2026:Providing and fixing PVC pipes includings of pipes and labour charges etc complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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
Tendernotice_1.pdf
PDF • 0.05 MB
viewsbd.pdf
Tender Documents • 1.64 MB
BOQ_1416932.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid