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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC | ₹15.7 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹15.9 L+₹23,545 (1.50%)Rejected-Finance | ₹15.9 L+₹23,545 (1.50%) | L2 | Rejected-Finance AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | NISHAD V J L2 | BIJU FRANCIS L1 |
|---|---|---|---|---|---|
| 1.00school Building maintanance | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 12.31 | cum | 241.89 ₹2,978.15 | 238.31 ₹2,934.07 Lowest |
| 1.00 | OD330441/2025-2026: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 (Based on 60.7.1) | 12.31 | cum | 3,749.46 ₹46,163.35 | 3,693.95 ₹45,479.91 Lowest |
| 1.00 | OD330440/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6 up to plinth level with:
Cement mortar 1:6 (1 cement : 6 coarse sand | 8.55 | cum | 6,311.66 ₹53,964.69 | 6,218.22 ₹53,165.78 Lowest |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2 | cum | 9,847.91 ₹19,676.12 | 9,702.11 ₹19,384.82 Lowest |
| 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 | 7.8 | sqm | 362.57 ₹2,828.05 | 357.2 ₹2,786.16 Lowest |
| 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 | 148.32 | kilogram | 105.56 ₹15,656.66 | 104 ₹15,425.28 Lowest |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 11.62 | cum | 6,834.28 ₹79,387 | 6,733.1 ₹78,211.69 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 121.18 | sqm | 347.17 ₹42,070.06 | 342.03 ₹41,447.2 Lowest |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 121.18 | sqm | 75.91 ₹9,198.77 | 74.79 ₹9,063.05 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,371
Closing Date
4 Nov 2025, 1:00 pmClosed
AE
NORTH PARAVOOR MUNICIPALITY
ROJECT 307/25-26 NORTH PARAVOOR MUNICIPALITY 2024-2025 MAINTENANCE OF TOWN MODEL SCHOOL IN WARD 22 BOYS HSS WARD 7GIRLS HSS WARD 5
2025_LSGD_815349_6
K-1234932/25
Open Tender
Civil Works - Buildings
Item Rate
330 days
NORTH PARAVOOR MUNICIPALITY
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
₹42,371
NORTH PARAVOOR MUNICIPALITY
12 Nov 2025
27 Oct 2025
4 Nov 2025
27 Oct 2025
4 Nov 2025
27 Oct 2025
27 Oct 2025
Amount
school Building maintanance
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
OD330441/2025-2026: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 (Based on 60.7.1)
OD330440/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6 up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 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
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
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
9.55.1:Providing and fixing ISI marked IS : 1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm
9.63.1:Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (Copper oxidized as per IS : 1378)250x10 mm
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
14.5.1:Renewing glass panes, with putty and nails wherever necessary including racking out the old putty :Float glass panes of thickness 4 mm (weight not less than 10kg/sqm)
50.14.1.2:Removing and refixing window shutters after necessary repairs for easy opening and closing etc complete as per the direction of site Engineer-in-charge
50.18.7.4.1: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 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
50.18.9.2.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints as per direction of Engineer in Charge.20 mm dia 12 Kgf/cm2
OD343130/2025-2026:Supplying and fitting 15mm long body tap
50.9.15.1:Supplying and fixing 200 mm Aluminium aldrop
50.14.1.1:Removing and refixing door shutters after necessary repairs for easy opening and closing etc complete as per the direction of site Engineer-in-charge.
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.
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)
10.16.1: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 welded type tubes
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
OD330523/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required. (Ref: DAR 51.20)
OD343131/2025-2026:Ridge caping with pre painted galvanized steel sheets 0.35mm thick 45cm wide including all cost and materials , conveyance, labour charges etc complete
OD342907/2025-2026:Providing and fixing 200 mm wide square uPVC rain water gutter including all necessary fittings and making all necessary connnections complete as per the direction of engineer in charge at site
50.18.9.18.1:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
OD330617/2025-2026: Engaging Man Mazdoor for specified work
OD330434/2025-2026:Capenter engaged for maintanance of door and windows
19.33:Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
NISHAD V J (BID ID -2425469)
Bidder Name
NISHAD V J
BIJU FRANCIS
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