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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC | ₹11.3 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹11.4 LRejected-AOC | ₹11.4 L | L2 | Rejected-AOC Quoted higher than L1 |
| Sl No | Description | Qty | Unit | SIDDIQUE K L1 | MUHAMMED SHAREEF A P L2 |
|---|---|---|---|---|---|
| 1.00Overhead Tank | |||||
| 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 | 23.33 | cum | 236.6 ₹5,519.40 | 240.45 ₹5,609.22 |
| 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) | 1.94 | cum | 7,285.57 ₹14,163.15 | 7,404.03 ₹14,393.43 |
| 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) | 9.03 | cum | 9,632.89 ₹87,013.90 | 9,789.52 ₹88,428.73 |
| 1.00 | 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) | 9.21 | cum | 11,729.97 ₹1.1 L | 11,920.7 ₹1.1 L |
| 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). | 12 | cum | 12,345.26 ₹1.5 L | 12,546 ₹1.5 L |
| 1.01 | 4.12:Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification . | 835 | kg | 1.31 ₹1,093.85 | 1.33 ₹1,110.55 |
| 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 | 19.14 | sqm | 354.64 ₹6,787.81 | 360.41 ₹6,898.25 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 19.4 | sqm | 926.25 ₹17,969.25 | 941.31 ₹18,261.41 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 44 | sqm | 700.63 ₹30,827.72 | 712.02 ₹31,328.88 |
Tender Value
₹11.4 L
Closing Date
19 Sept 2025, 2:00 pmClosed
Assistant Executive Engineer Agri, Kannur
Office of the Assistant Executive Engineer Agri, II Floor, Central Market Building, Camp Bazar, Kannur- 670001 Ph No. 0497-2965150, 9383472050
DP project No.68/2025-26 CONSTRUCTION OF OVERHEAD WATER TANK AND RELATED WORKS IN COCONUT NURSRY PALAYAD
2025_AGRI_787982_2
AGRI/DOA/EST/95/2025
Open Tender
Civil Works - Others
300 days
Coconut Nursery Palayad
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
Exempted
17 Dec 2025
9 Sept 2025
22 Sept 2025
9 Sept 2025
19 Sept 2025
9 Sept 2025
Amount
Overhead Tank
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
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)
5.1.2: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)
5.2.2: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)
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).
4.12:Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.18:Neat cement punning
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD810/2025-2026:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 90 mm dia 6 Kgf/ cm2 Ref data: 50.18.9.8.1
OD808/2025-2026: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 90 mm dia 6Kgf/cm2 - External work- Exposed on wall Ref data 50.18.9.18.1
OD816/2025-2026:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 90 mm dia Elbow
OD817/2025-2026:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -90x75 mm dia Reducing bush Ref: 50.18.9.21.10
OD818/2025-2026:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -90x90x90 mm dia Tee Ref:50.18.9.21.5
OD819/2025-2026:Providing and fixing PVC ball Valve of approved quality 90 mm nominal bore
OD820/2025-2026:Providing and fixing PVC, pipes for overflow/ cleaning tank -Charge 40 mm dia 6 Kgf/cm2
OD822/2025-2026:Providing and fixing PVC ball Valve of approved quality 40 mm nominal bore
MUHAMMED SHAREEF A P (BID ID -2344906)
Bidder Name
SIDDIQUE K
MUHAMMED SHAREEF A P
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