Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.3 LAccepted-AOC | ₹3.3 L | 1 | Accepted-AOC L1 |
| 2 | 2₹3.4 LRejected-AOC | ₹3.4 L | 2 | Rejected-AOC L2 |
| 3 | 3₹3.4 LRejected-Finance | ₹3.4 L | 3 | Rejected-Finance L3 |
| 4 | 4₹3.5 LRejected-Finance | ₹3.5 L | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | ABDUL RAZAK L1 | FAIZ M M L3 | AYUB.K.M L2 | MUHAMMED ALI K.M L4 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Generator Room | |||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 80 | sqm | 18 ₹1,440 | 18.19 ₹1,455.20 | 18.1 ₹1,448 | 20 ₹1,600 |
| 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 | 3.88 | cum | 255.05 ₹988.32 | 257.63 ₹998.32 | 257.6 ₹998.20 | 300 ₹1,162.50 |
| 1.00 | OD35933/2025-2026:Chiseling in hard rock ,measured in solid ,disposing the debris outside the periphery of area as per direction of dept.officers at site | 0.68 | cum | 3,086.98 ₹2,111.49 | 3,118.17 ₹2,132.83 | 3,118.1 ₹2,132.78 | 3,200 ₹2,188.80 |
| 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) | 0.9 | cum | 7,853.56 ₹7,091.76 | 7,932.89 ₹7,163.40 | 7,932.8 ₹7,163.32 | 8,000 ₹7,224 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.09 | cum | 8,260.05 ₹33,824.90 | 8,343.49 ₹34,166.59 | 8,343.4 ₹34,166.22 | 8,400 ₹34,398 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 3 | sqm | 382.29 ₹1,146.87 | 386.16 ₹1,158.48 | 386.1 ₹1,158.30 | 400 ₹1,200 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 14.08 | sqm | 755.25 ₹10,633.92 | 762.88 ₹10,741.35 | 762.8 ₹10,740.22 | 780 ₹10,982.40 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 12 | sqm | 998.46 ₹11,981.52 | 1,008.55 ₹12,102.60 | 1,008.5 ₹12,102 | 1,100 ₹13,200 |
| 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 | 248.04 | kilogram | 111.3 ₹27,607.19 | 112.43 ₹27,887.47 | 112.4 ₹27,880.03 | 120 ₹29,765.16 |
Updated dates
Tender Value
₹3.4 L
EMD Value
₹8,466
Closing Date
9 Mar 2026, 11:00 amClosed
Roshni S S
CIP Subdivision
GENERAL-CSM-Construction of Generator room near Cheerakuzhy Weir-General Civil Work
2026_Irrig_839386_1
IRR/IA/TR/6851/2025_5_1_1/1
Open Tender
Civil Works - Buildings
270 days
Cheerakuzhy
Please refer tender documents
8 documents required · 8 mandatory
₹750
Yes
₹8,466
Yes
16 May 2026
24 Feb 2026
10 Mar 2026
24 Feb 2026
9 Mar 2026
24 Feb 2026
24 Feb 2026 - 9 Mar 2026
Construction of Generator Room
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
OD35933/2025-2026:Chiseling in hard rock ,measured in solid ,disposing the debris outside the periphery of area as per direction of dept.officers at site
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)
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
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)
5.3: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).
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)
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.
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)
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
10.6.3:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness 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 scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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
OD41612/2025-2026:Providing protection screens to prevent entry of insects, reptiles and other creatures in to the enclosed space using stainless steel mesh and strengthened power- coated aluminium frames including cost of Material, labour, fabrication and erection all complete as per the direction of departmental officers at site.
OD35931/2025-2026:Supplying 65mm pad lock
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
13.71:Lettering with black Japan pint of approved brand and manufacture
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1414402.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_1414402.xls
BOQ • 0.32 MB
fot.pdf
Tender Documents • 0.01 MB
preliminaryagreement.pdf
Tender Documents • 0.18 MB
epay.pdf
Tender Documents • 0.23 MB
ipact.pdf
Tender Documents • 0.23 MB
sbd.pdf
Tender Documents • 6.45 MB
affid.pdf
Tender Documents • 0.24 MB
Download all tender documents and submit your bid