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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.2 LAccepted-AOC KOTTA HOUSE POWALKOTTA KASRAGOD P O MULIYAR KASRAGOD | KASARGOD | KASARGOD | KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹63.3 L+₹1.1 L (1.79%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹63.5 L+₹1.4 L (2.21%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹66.1 L+₹3.9 L (6.29%)Rejected-Finance STAR NAGAR THEKKIL FERRY BEVINJE KASARAGOD 671541 | KASARAGOD | KASARAGOD | KERALA | 671541 | L4 | Rejected-Finance L4 | |
| 5 | L5₹66.2 L+₹4.0 L (6.48%)Rejected-Finance UMAIRA MANZIL KANNUR PO KASARAGOD | L5 | Rejected-Finance L5 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
28 Dec 2024, 6:00 pmClosed
Executive Engineer Minor Irrigation Division Kasar
Office of the Executive Engineer Minor Irrigation Division Kasaragod
KDP 2023-24-Reconstruction of VCB cum Tractorway at Mannappu in Kumbadaje Grama Panchayath of Kasargod district-General Civil Work
2024_Irrig_717941_1
IRR/IA/TR/4191/2023_5_2_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Mannappu Kumbadaje panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
7 Feb 2025
19 Dec 2024
30 Dec 2024
19 Dec 2024
28 Dec 2024
19 Dec 2024
Amount
Appendix A-Construction of VCB Cum tractor way
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited)
60.5.1:DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
4.2.2:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:11/2:3 (1 cement : 11/2 coarse sand :3 graded stone aggregate 20 mm nominal size)
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
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
60.7.1: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
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
OD11989/2024-2025:Supplying and fixing 40mm dia GI pipe for handrails including cost of materials , labour charges for fixing etc complete
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
OD19214/2023-2024:Providing and fixing Information Board made of 1mm thick MS sheet of size 1mx1m with ISA 25x25x5mm frame, fixed in 2 nos of 40mm dia GI pipe. Including necessary excavation, foundation block using cement concrete 1:2:4, priming coat and enamel painting over all members, Curving top edges of MS sheet and all lettering works. complete all as per directionof Departmental officers at site.
OD8680/2024-2025:Providing and fixing Social Audit Board made of 1mm thick MS sheet of size 1mx0.6m with ISA 25x25x5mm frame, fixed in 2 nos of 40mm dia GI pipe. Including necessary excavation, foundation block using cement concrete 1:2:4, priming coat and enamel painting over all members and all lettering works. complete all as per direction of Departmental officers at site
8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
19.6.4:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe
MUHAMMED UNAISE (BID ID -2039617)
JAHFAR SADIQ N.P (BID ID -2038617)
CM ASHARAF (BID ID -2039063)
MANZOOR KUNHAMOO (BID ID -2038571)
SHOUKATHALI K (BID ID -2037516)
Bidder Name
SHOUKATHALI K
CM ASHARAF
MANZOOR KUNHAMOO
JAHFAR SADIQ N.P
JAFAR SADIK M
MUHAMMED UNAISE
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1134254.pdf
boq_comp_chart.xlsx
xlsx
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