Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.8 LAccepted-AOC CHENAYAPPILLI HOUSE PULINTHANAM P O POTHANIKKAD PIN 686671 | POTHANIKKAD | ERNAKULAM | KERALA | 686671 | ₹50.8 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SHAJU C SKARIAH L1 | RANJINI G L2 | SUNEER.A L3 |
|---|---|---|---|---|---|---|
| 1.00Superstructure | ||||||
| 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 | 80.73 | cum | 322 ₹25,995.06 | 340 ₹27,448.20 | 348.93 ₹28,169.12 |
| 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) | 47.42 | cum | 7,135 ₹3.4 L | 7,200 ₹3.4 L | 7,694.9 ₹3.6 L |
| 1.00 | OD256469/2025-2026:site clearance using jcb | 5 | hour | 1,096 ₹5,480 | 1,200 ₹6,000 | 1,182.99 ₹5,914.95 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 71.02 | sqm | 347 ₹24,645.33 | 355 ₹25,213.52 | 374.58 ₹26,604.17 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 78.81 | sqm | 686 ₹54,066.40 | 675 ₹53,199.45 | 739.99 ₹58,321.57 |
| 1.01 | 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) | 26.9 | cum | 9,439 ₹2.5 L | 9,860 ₹2.7 L | 10,174.11 ₹2.7 L |
| 1.01 | OD240786/2025-2026:Supply, installation, testing and commissioning of powder coated extruded aluminium fresh air louvers
with aluminium bird screen and MS volume control damper as per drawing and relevant standards | 8.64 | sqm | 12,543 ₹1.1 L | 13,900 ₹1.2 L | 13,519.86 ₹1.2 L |
| 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 | 2,152.32 | kilogram | 101 ₹2.2 L | 103 ₹2.2 L | 109.06 ₹2.3 L |
| 1.01 | 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). | 9.6 | cum | 12,097 ₹1.2 L | 12,650 ₹1.2 L | 13,038.88 ₹1.3 L |
Tender Value
₹56.6 L
EMD Value
₹50,000
Closing Date
22 May 2026, 5:00 pmClosed
Managing Director KPHCC
Managing Director KPHCC
Construction of Indoor Badminton Court at Perumbavoor Police Canteen, Aluva ,Ernakulam Rural (DSR 2021)
2026_KPHCC_851020_1
NIT NO.04/KPHCC/2026-27
Open Tender
Civil Works - Buildings
360 days
Ernakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹50,000
19 Jun 2026
15 May 2026
25 May 2026
15 May 2026
22 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Superstructure | ||||||
| 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 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD256469/2025-2026:site clearance using jcb | - | hour | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 0.6 | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.6 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD240786/2025-2026:Supply, installation, testing and commissioning of powder coated extruded aluminium fresh air louvers
with aluminium bird screen and MS volume control damper as per drawing and relevant standards | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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). | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1437936.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 • 0.11 MB
Tendernotice_2.pdf
PDF • 0.34 MB
tenderdocument2023.pdf
Tender Documents • 2.25 MB
BOQ_1437936.xls
BOQ • 0.38 MB
Download all tender documents and submit your bid