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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | ₹2.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.2 LRejected-AOC E I HOUSE ERTHUMKADAVU MUTATHODY POST KASARAGOD 671121 | KASARAGOD | KASARAGOD | KERALA | 671121 | ₹3.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.4 LRejected-Finance | ₹3.4 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | E I MUHAMMED L2 | ASHIF T.A L1 | ABDUL MUNAVAR E M L3 |
|---|---|---|---|---|---|---|
| 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 | 30 | sqm | 18.74 ₹562.20 | 13.55 ₹406.50 | 19.35 ₹580.50 |
| 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 | 9 | cum | 370.56 ₹3,335.04 | 268.05 ₹2,412.45 | 382.74 ₹3,444.66 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.8 | cum | 8,171.76 ₹14,709.17 | 5,911.28 ₹10,640.30 | 8,440.42 ₹15,192.76 |
| 1.00 | OD184039/2025-2026:Laterate masonry with neatl for ydressed laterate stone of size 30*20*20 or nearest size in cement mortar1:6 for foundation and basementincluding all cost of material, labour charges etc | 7.88 | cum | 6,685.08 ₹52,645.01 | 4,835.85 ₹38,082.32 | 6,904.87 ₹54,375.85 |
| 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 | 10 | sqm | 397.78 ₹3,977.80 | 287.75 ₹2,877.50 | 410.86 ₹4,108.60 |
| 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 | 225 | kilogram | 115.81 ₹26,057.25 | 83.77 ₹18,848.25 | 119.61 ₹26,912.25 |
| 1.01 | 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) | 2.25 | cum | 10,263.95 ₹23,093.89 | 7,424.73 ₹16,705.64 | 10,601.39 ₹23,853.13 |
| 1.01 | OD132641/2025-2026: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. | 7.5 | cum | 8,231.61 ₹61,737.08 | 5,954.57 ₹44,659.28 | 8,502.24 ₹63,766.80 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 112.5 | sqm | 380.9 ₹42,851.25 | 275.53 ₹30,997.13 | 393.42 ₹44,259.75 |
Tender Value
₹3.0 L
EMD Value
₹7,411
Closing Date
22 Oct 2025, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, PWD Buildings Subdivision Kanhangad
GENERAL-GST office Kanhangad Construction of compound wall and repairing toilet-Construction of compound wall and repairing toilet-General Civil Work
2025_PWD_811248_1
PWD/BLDG/10721/2025-2026 dated 17.10.2025
Open Tender
Civil Works - Buildings
120 days
Kanhangad
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,411
Yes
31 Jan 2026
17 Oct 2025
25 Oct 2025
17 Oct 2025
22 Oct 2025
17 Oct 2025
Amount
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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
OD184039/2025-2026:Laterate masonry with neatl for ydressed laterate stone of size 30*20*20 or nearest size in cement mortar1:6 for foundation and basementincluding all cost of material, labour charges etc
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
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)
OD132641/2025-2026: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
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
OD151345/2025-2026:Demolishing laterate masonry manually/ mechanical means including stacking of serviceble material and disposal of unserviceble material with in 50 meters lead as per direction of engineer in charge in cement mortar
Repair work
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
17.7.3:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
50.18.7.1.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 15mm dia 12kgf/cm2 -Internal work- Exposed on wall
50.18.7.6.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall
OD151349/2025-2026:Engaging man coolie for various works such as cleaning building surroundings, light bushes and jungle cutting ,sanitary works and necessary man power works including all equipment charges...
E I MUHAMMED (BID ID -2402982)
ABDUL MUNAVAR E M (BID ID -2403029)
Bidder Name
ASHIF T.A
E I MUHAMMED
ABDUL MUNAVAR E M
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