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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | ₹11.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ABDUL KHADER B L1 | Abhisankar VS L2 | PV SUKUMARAN L4 | PRASHANTH N R L5 | SUNIL KUMAR C L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Compound wall | ||||||||
| 1.00 | OD312088/2025-2026: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) | 21.36 | cum | 1,736.54 ₹37,099.44 | 1,722.58 ₹36,801.20 | 1,818.72 ₹38,855.13 | 1,903.45 ₹40,665.31 | 1,783.23 ₹38,096.93 |
| 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 | 18.34 | cum | 275.8 ₹5,057.07 | 290.68 ₹5,329.91 | 306.9 ₹5,627.32 | 321.49 ₹5,894.84 | 301.18 ₹5,522.44 |
| 1.00 | OD312093/2025-2026:Laterate masonry with departmental 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. (Modified 50.6.7.1) | 8.55 | cum | 2,817.35 ₹24,077.07 | 2,972.16 ₹25,400.08 | 3,138.04 ₹26,817.69 | 3,284.04 ₹28,065.41 | 3,076.62 ₹26,292.79 |
| 1.00 | OD312099/2025-2026:Laterate masonry with neatly dressed laterate stone of size35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.(Modifided 50.6.7.1) | 45.53 | cum | 4,691.66 ₹2.1 L | 4,950.16 ₹2.3 L | 5,226.44 ₹2.4 L | 5,468.82 ₹2.5 L | 5,123.42 ₹2.3 L |
| 1.00 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 4.74 | cum | 6,948.38 ₹32,928.37 | 7,331.51 ₹34,744.03 | 7,740.71 ₹36,683.22 | 8,099.34 ₹38,382.77 | 7,587.8 ₹35,958.58 |
| 1.01 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 23.4 | sqm | 773.25 ₹18,094.05 | 815.28 ₹19,077.55 | 860.78 ₹20,142.25 | 901.34 ₹21,091.36 | 844.41 ₹19,759.19 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 455.17 | sqm | 283.49 ₹1.3 L | 298.42 ₹1.4 L | 315.07 ₹1.4 L | 330.46 ₹1.5 L | 309.59 ₹1.4 L |
| 1.01 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | 542.98 | sqm | 93.87 ₹50,969.53 | 98.91 ₹53,706.15 | 104.43 ₹56,703.40 | 109.42 ₹59,412.87 | 102.51 ₹55,660.88 |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 1,081.38 | kg | 143.41 ₹1.6 L | 150.51 ₹1.6 L | 158.91 ₹1.7 L | 167.16 ₹1.8 L | 156.6 ₹1.7 L |
Tender Value
₹14.2 L
EMD Value
₹35,479
Closing Date
7 Feb 2026, 4:00 pmClosed
VINOD.P.V
NILESHWARAM MUNICIPLATY
NLR MLTY 2025/26 PRO NO 425/26-IKottappuram School Maintenance and Constuction of Compound Wall
2026_LSGD_831861_15
ET05/2025/AE/LIDEW/NLR MLTY/2025-26
Open Tender
Civil Works - Buildings
NILESHWARAM MUNICIPLATY
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹35,479
Yes
26 Mar 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
Compound wall
OD312088/2025-2026: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
OD312093/2025-2026:Laterate masonry with departmental 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. (Modified 50.6.7.1)
OD312099/2025-2026:Laterate masonry with neatly dressed laterate stone of size35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.(Modifided 50.6.7.1)
4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. 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
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
Maintanance
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
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
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
OD417433/2025-2026: Providing and fixing 150 mm UPVC square gutter pipe over GI Clamp of same profile @ 1 mtr C/C
50.18.8.8.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2
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)
15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood
50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood
15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
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