Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC UMAIRA MANZIL KANNUR PO KASARAGOD | ₹2.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.0 LRejected-Finance | ₹3.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹3.2 LRejected-Finance | ₹3.2 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MANZOOR KUNHAMOO L1 | ABDULLA SUFAID B.A L3 | B.M ABDUL KHADER L2 |
|---|---|---|---|---|---|---|
| 1.00construction of compound wall | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 40 | sqm | 18.31 ₹732.40 | 19.68 ₹787.20 | 18.56 ₹742.40 |
| 1.00 | 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 | 14.4 | cum | 362.1 ₹5,214.24 | 389.17 ₹5,604.05 | 367.17 ₹5,287.25 |
| 1.00 | OD99749/2025-2026:Null Random rubble masonry using departmental hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement :6 coarse sand :12 graded stone aggregate 20mm nominal size) up to plinth level with cement mortar 1:6 (1 cement :6 coarse sand ) | 14.4 | cum | 5,392.17 ₹77,647.25 | 5,795.32 ₹83,452.61 | 5,467.76 ₹78,735.74 |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.4 | cum | 10,029.61 ₹24,071.06 | 10,779.49 ₹25,870.78 | 10,170.21 ₹24,408.50 |
| 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 | 32 | sqm | 388.7 ₹12,438.40 | 417.76 ₹13,368.32 | 394.15 ₹12,612.80 |
| 1.01 | 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 | 240 | kilogram | 113.16 ₹27,158.40 | 121.62 ₹29,188.80 | 114.75 ₹27,540 |
| 1.01 | OD99748/2025-2026:Laterate masonry with neatly dressed laterate stone of size30x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc. | 4.8 | cum | 8,043.67 ₹38,609.62 | 8,645.07 ₹41,496.34 | 8,156.43 ₹39,150.86 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 88 | sqm | 372.2 ₹32,753.60 | 400.03 ₹35,202.64 | 377.42 ₹33,212.96 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 88 | sqm | 210.64 ₹18,536.32 | 226.39 ₹19,922.32 | 213.59 ₹18,795.92 |
Tender Value
₹2.7 L
EMD Value
₹6,852
Closing Date
30 Jan 2026, 4:00 pmClosed
Assistant Executive Engineer
PWD Buildings Subdivision Kanhangad
GENERAL-PWD Complex Kanhangad - Compound wall construction (balance portion) Construction of Compound wall - balance portion-General Civil Work
2026_PWD_825159_2
PWD/BLDG/14050/2025-26 DATED 31.12.2025
Open Tender
Civil Works - Buildings
120 days
Kanhangad
Please refer Tender documents.
7 documents required · 7 mandatory
₹605
Yes
₹6,852
Yes
21 May 2026
21 Jan 2026
2 Feb 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
construction of compound wall
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
OD99749/2025-2026:Null Random rubble masonry using departmental hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement :6 coarse sand :12 graded stone aggregate 20mm nominal size) up to plinth level with cement mortar 1:6 (1 cement :6 coarse sand )
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
OD99748/2025-2026:Laterate masonry with neatly dressed laterate stone of size30x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Demolishing of compound wall
OD111899/2025-2026:Demolishing laterite masonry manually/mechanical means including stacking of serviceable meterial and disposible of un serviceble meterial with in 50 meters lead as per direction of engineer in charge in cement mortar
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1392985.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
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_1392985.xls
BOQ • 0.31 MB
viewsbd.pdf
Tender Documents • 1.63 MB
epay.pdf
Tender Documents • 0.18 MB
FOT.pdf
Tender Documents • 0.25 MB
certificates.pdf
Tender Documents • 0.10 MB
licenseandgst.pdf
Tender Documents • 0.08 MB
preliminary.pdf
Tender Documents • 0.25 MB
Download all tender documents and submit your bid