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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.6 LAccepted-AOC | 1 | Accepted-AOC 1ST LOWEST | |
| 2 | Rejected-Technical | - | Rejected-Technical 2ND LOWEST |
| Sl No | Description | Qty | Unit | V.M.MAJEED L1 | PRASEED P.T L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 1.00 | 10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes | 360 | kg | 211.88 ₹76,276.8 Lowest | 511.88 ₹1,84,276.8 |
| 1.00 | OD407448/2025-2026:Roofing with G.I hard color powder coated traffod sheets 0.35 mm thick or nearest available
thickness with overlaps of 150 mm at ends and GI hook or crank C.I. bolts and nuts including
plain washers and bitumen washers etc complete | 101.75 | sqm | 710.38 ₹72,281.17 Lowest | 913.38 ₹92,936.42 |
| 1.00 | OD407449/2025-2026:Providing and fixing Eave face UPVC Half cut Rain water gutter Pipes (150 mm 4 kgf/cm2)of with all necessary fittings jointing with clamps at 1 M intervel
(12.41.2 modified) | 19 | metre | 505.76 ₹9,609.44 Lowest | 708.76 ₹13,466.44 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.04 | cum | 3,670.89 ₹139.49 Lowest | 4,875.89 ₹185.28 |
| 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 | 10.17 | cum | 355.72 ₹3,617.67 Lowest | 459.72 ₹4,675.35 |
| 1.01 | 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) | 0.4 | cum | 7,930.89 ₹3,172.36 Lowest | 8,932.89 ₹3,573.16 |
| 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 | 5.6 | sqm | 386.16 ₹2,162.5 Lowest | 486.16 ₹2,722.5 |
| 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) | 4.46 | cum | 9,960.93 ₹44,425.75 Lowest | 9,993.93 ₹44,572.93 |
| 1.01 | 10.25.1: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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete | 80 | kg | 125.24 ₹10,019.2 Lowest | 428.24 ₹34,259.2 |
Tender Value
₹7.6 L
EMD Value
₹19,065
Closing Date
6 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEER
Assistant Engineer LID EW Section Pananchery GP
PANANCHERY GP-PROJECT NO-357/2025-26-PATTIKKAD F H C MAINTENANCE WARD - 23
2026_LSGD_831280_10
13/2025-26/AE/LIDEW/PCY/PHASE XIII
Open Tender
Repair and Maintenance Works
Item Rate
PANANCHERY PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,685
Yes
₹19,065
Yes
18 Mar 2026
29 Jan 2026
9 Feb 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
Maintenance
10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes
OD407448/2025-2026:Roofing with G.I hard color powder coated traffod sheets 0.35 mm thick or nearest available thickness with overlaps of 150 mm at ends and GI hook or crank C.I. bolts and nuts including plain washers and bitumen washers etc complete
OD407449/2025-2026:Providing and fixing Eave face UPVC Half cut Rain water gutter Pipes (150 mm 4 kgf/cm2)of with all necessary fittings jointing with clamps at 1 M intervel (12.41.2 modified)
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
10.25.1: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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
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
OD407552/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
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
OD407576/2025-2026:Supplying and fixing PRESSED STEEL WINDOWS AND VENTILATORSof standard pattern with frames as per profile of sections 82*62mm embosed sheet shuter 50*20mm, special channel(reverse and beading)shutter, 12mm dia rod,25*5mm flat with 75mm ss hinges, 50mm ss hook, 125mm ss stay and handle for windows with section 105*60mm using 18g(1.2mm thick CRCA) Sheet and shutters made of sections 75*30cm made of section 75*30cm for outer styles and horizontal members and then inserted with enclosed and stiffened sheet 26cr with zincromatr primer
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
OD413772/2025-2026:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80mm or nearest thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete as per drawings and Technical Specification Clause 1504. (6.7.1 modified)
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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)
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