Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.2 LAccepted-AOC | ₹36.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹36.9 LRejected-Finance | ₹36.9 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical 3RD FLOOR KKK SQUARE GOLF LINK ROAD CHEVAYUR KOZHIKODE | KOZHIKODE | KOZHIKODE | KERALA | 673017 | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L8 |
| Sl No | Description | Qty | Unit | GREEN SHADE L7 | SUBRAMANIAN K L2 | ALTITUDE L6 | SANOOP L3 | ABDUL BASITH M K L4 | AVS INFRA L1 | Bimal EN L8 | JAITHRAN N L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Annual Plan-DP KKD 2025-26 Proj.443/26 GHSS Iringallur Auditorium Construction Olavanna pt-Kozhikkode block-General Civil Work | |||||||||||
| 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 | 45.23 | cum | 306.9 ₹13,879.55 | 330.4 ₹14,942.34 | 304.67 ₹13,778.70 | 270 ₹12,210.75 | 299 ₹13,522.28 | 450 ₹20,351.25 | 330 ₹14,924.25 | 322 ₹14,562.45 |
| 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) | 3.48 | cum | 6,767.7 ₹23,551.60 | 6,349.46 ₹22,096.12 | 6,718.89 ₹23,381.74 | 6,500 ₹22,620 | 6,594.3 ₹22,948.16 | 8,000 ₹27,840 | 7,285 ₹25,351.80 | 7,200 ₹25,056 |
| 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) | 7.1 | cum | 8,948.2 ₹63,559.06 | 8,395.18 ₹59,630.96 | 8,883.63 ₹63,100.42 | 8,500 ₹60,375.50 | 8,718.9 ₹61,930.35 | 10,500 ₹74,581.50 | 9,633 ₹68,423.20 | 9,500 ₹67,478.50 |
| 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) | 4.62 | cum | 10,896.2 ₹50,285.96 | 10,222.8 ₹47,178.22 | 10,817.6 ₹49,923.22 | 9,100 ₹41,996.50 | 10,617 ₹48,997.46 | 12,500 ₹57,687.50 | 11,730 ₹54,133.95 | 11,000 ₹50,765 |
| 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 | 1,247.4 | kilogram | 95.9 ₹1.2 L | 89.9 ₹1.1 L | 95.21 ₹1.2 L | 93 ₹1.2 L | 93.5 ₹1.2 L | 105 ₹1.3 L | 102 ₹1.3 L | 98 ₹1.2 L |
| 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 | 26.58 | sqm | 329.4 ₹8,755.45 | 309.08 ₹8,215.35 | 327.05 ₹8,692.99 | 330 ₹8,771.40 | 321 ₹8,532.18 | 450 ₹11,961 | 353 ₹9,382.74 | 350 ₹9,303 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 33.6 | sqm | 650.8 ₹21,866.88 | 610.6 ₹20,516.16 | 646.13 ₹21,709.97 | 650 ₹21,840 | 634.2 ₹21,309.12 | 820 ₹27,552 | 695 ₹23,352 | 650 ₹21,840 |
| 1.01 | 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. | 4,608 | kilogram | 99.5 ₹4.6 L | 93.39 ₹4.3 L | 98.83 ₹4.6 L | 107 ₹4.9 L | 101.5 ₹4.7 L | 98 ₹4.5 L | 88 ₹4.1 L | 100 ₹4.6 L |
| 1.01 | 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 | 15,950.08 | kg | 165.7 ₹26.4 L | 155.49 ₹24.8 L | 164.53 ₹26.2 L | 164 ₹26.2 L | 168 ₹26.8 L | 148 ₹23.6 L | 175 ₹27.9 L | 166 ₹26.5 L |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
19 Jan 2026, 5:00 pmClosed
ASST.EXECUTIVE ENGINEER
LID and EW Division Kozhikkod
Building
2026_LSGD_827044_1
TA/LSGD/KKD/268/2025-26
Open Tender
Civil Works - Buildings
180 days
Olavanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
8 Apr 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
Annual Plan-DP KKD 2025-26 Proj.443/26 GHSS Iringallur Auditorium Construction Olavanna pt-Kozhikkode block-General Civil Work
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
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)
5.22.6: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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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.
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
OD381806/2025-2026:Providing and fixing precoated galvanised iron profile sheets. size. shape pitch of corrugation as approved by Engineer in charge 0.35mm (+0.05%) total coated thickness with Zinc coating 120gms per sqm as per IS -277 in 204mpa steel grade 5-7 microns epoxy primer on both sides of the sheet and polyster top coat 15.18 microns. sheet should have protective guard film of 25microns minimum to avoid scratches during transportation and should be supplied in single length up to 12m 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 up to any pitch in horizontal / vertical curved surface , excluding the cost of purlins, rafters, and trusses add including cutting to size and shape wherever required.
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
OD307397/2025-2026:Providing and fixing 15cm wide , 45cm overall semi circular plain PVC gutter with MS Flats 25x5mm size,@ 60cm C/c Fixing on roof members bolts, nuts and washers etc. includuing making necessary connections with rain water pipes complete.0.80mm etc complete ( OD based on 12.7.1 )
50.18.9.19.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
50.18.9.9.1: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.110 mm dia 6Kgf/cm2
OD307394/2025-2026:Supplying and fixing name board in Granite stone 60x92cm fixed at site with CM 1:4,12mm thick including all cost and conveyance of materials labour charges etc. complete.
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
SBD.pdf
Tender Documents • 9.56 MB
BOQ_1387670.xls
BOQ • 0.24 MB
newtenderconditions.pdf
Additional Documents • 0.30 MB
Download all tender documents and submit your bid