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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-Finance KERALA KL | ₹1.4 L | L1 | Accepted-Finance L1 |
| Sl No | Description | Qty | Unit | AHAMAD MASHOOD K L1 |
|---|---|---|---|---|
| 1.00Appendix A | ||||
| 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 | 2.29 | cum | 335.03 ₹767.55 Lowest |
| 1.00 | OD505634/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc. | 6.68 | cum | 5,692.5 ₹38,042.98 Lowest |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.94 | cum | 12,519.11 ₹11,742.93 Lowest |
| 1.00 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 10 | metre | 212.46 ₹2,124.6 Lowest |
| 1.00 | 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 | 75 | kilogram | 104.7 ₹7,852.5 Lowest |
| 1.01 | OD505684/2025-2026:Providing and fixing PVC split pipes for gutter including fixing the pipe with clamps at 1.00m
spacing etc as per direction of engineer in charge 150mmsplit pipe 4 kgf/cm2 | 80 | metre | 287.1 ₹22,968 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 23.95 | sqm | 344.37 ₹8,247.66 Lowest |
| 1.01 | 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm | 23.95 | sqm | 185.63 ₹4,445.84 Lowest |
| 1.01 | OD505864/2025-2026:Providing and placing on terrace (at all floor levels) dept. polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 5,000 | Litre | 2.97 ₹14,850 Lowest |
Tender Value
₹1.5 L
EMD Value
₹3,640
Closing Date
27 Jun 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER,KASARAGOD BLOCK PANCHAYATH
RETENDER-Annual Plan-KBP P NO.70/2025-26 INSTALLATION OF RAIN WATER TANK IN KALANAD HOMEO HOSPITAL -P NO.70/2025-26-General Civil Work
2026_LSGD_841475_2
09/2025-26/AE/LSGD/BPKSD
Open Tender
Civil Works - Others
Item Rate
180 days
KASARGOD BLOCK PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹3,640
Yes
5 Aug 2026
20 Jun 2026
29 Jun 2026
20 Jun 2026
27 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD505634/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc. | 1 | cum | - | - |
| 1.003 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
| 1.004 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.005 | 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 | - | kilogram | - | - |
| 1.006 | OD505684/2025-2026:Providing and fixing PVC split pipes for gutter including fixing the pipe with clamps at 1.00m
spacing etc as per direction of engineer in charge 150mmsplit pipe 4 kgf/cm2 | - | metre | - | - |
| 1.007 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 1.008 | 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm | 1 | sqm | - | - |
| 1.009 | OD505864/2025-2026:Providing and placing on terrace (at all floor levels) dept. polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | - | Litre | - | - |
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