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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 LAccepted-Finance | ₹19.8 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical DEVOM KADAVATH POLLAPOIL PALAMUKKU KODAKKAD PO KASARGOD 671310 KERALA | KASARAGOD | KERALA | 671310 | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical NADAPURAM PRAVASI LABOUR CONTRACT CO OPERATIVE SOCIETY LTD NO 3278 P O KALLACHI THUNERI BLOCK PANCHAYAT KEZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Mahamood MA L1 | Jayakumar V V L4 | PV SUKUMARAN L3 | SUDHEESH L2 |
|---|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL RENNOVATION | |||||||
| 1.00 | OD419707/2025-2026:Demolishing laterite wall work manually / by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as per
direction of
Engineer-in-Charge.
In cement mortar (Modified 15.7.4) | 93.99 | cm | 1,605.09 ₹1.5 L | 1,200 ₹1.1 L | 1,650.47 ₹1.6 L | 1,622.94 ₹1.5 L |
| 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 | 26.04 | cum | 271.06 ₹7,057.86 | 350 ₹9,113.30 | 278.51 ₹7,251.84 | 274 ₹7,134.41 |
| 1.00 | OD419712/2025-2026:Laterate masonry with neatly dressed laterate stone (Department material )of size
35x20x20cm or nearest size in cement mortar 1:6 for Foundation and basement
including all cost of
materials, labour charges etc | 46.27 | cum | 2,768.96 ₹1.3 L | 4,000 ₹1.9 L | 2,847.74 ₹1.3 L | 2,800 ₹1.3 L |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 139.8 | sqm | 632.45 ₹88,416.51 | 600 ₹83,880 | 650.13 ₹90,888.17 | 639.5 ₹89,402.10 |
| 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) | 3.5 | cum | 5,977.69 ₹20,898 | 6,500 ₹22,724 | 6,148.68 ₹21,495.79 | 6,044 ₹21,129.82 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 16.52 | sqm | 290.97 ₹4,806.82 | 400 ₹6,608 | 299.11 ₹4,941.30 | 294.24 ₹4,860.84 |
| 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 | 403.12 | kilogram | 84.66 ₹34,128.14 | 100 ₹40,312 | 86.57 ₹34,898.10 | 86 ₹34,668.32 |
| 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) | 2.7 | cum | 7,508.14 ₹20,286.99 | 8,800 ₹23,777.60 | 7,723.35 ₹20,868.49 | 7,592 ₹20,513.58 |
| 1.01 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 44.35 | cum | 6,302.82 ₹2.8 L | 8,500 ₹3.8 L | 6,483.23 ₹2.9 L | 6,373.8 ₹2.8 L |
Tender Value
₹24.7 L
EMD Value
₹50,000
Closing Date
25 Feb 2026, 4:00 pmClosed
VINOD.P.V
AE Nileshwaram Municipality
NLR MLTY 2025-26 PR.NO 366/26 Rennovation Of Compound wall At Thaluk Hospital-Rennovation Of Compound wall
2026_LSGD_836991_17
ET06/2025/AE/LID EW/NLR MLTY/2025-26
Open Tender
Civil Works - Bridges
180 days
NILESHWARAM MUNICIPLATY
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
25 Mar 2026
17 Feb 2026
27 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
COMPOUND WALL RENNOVATION
OD419707/2025-2026:Demolishing laterite wall work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. In cement mortar (Modified 15.7.4)
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
OD419712/2025-2026:Laterate masonry with neatly dressed laterate stone (Department material )of size 35x20x20cm or nearest size in cement mortar 1:6 for Foundation and basement including all cost of materials, labour charges etc
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
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)
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
OD419710/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.71:Lettering with black Japan pint of approved brand and manufacture
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