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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC SALIM MANZIL KARIMANCODE P O PALODE THIRUVANANTHAPURAM 695 562 | KOLLAM | KERALA | 695562 | ₹12.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.0 L+₹59,809.66 (4.82%)Rejected-AOC | ₹13.0 L+₹59,809.66 (4.82%) | L2 | Rejected-AOC L2 |
Tender Value
₹13.7 L
EMD Value
₹34,300
Closing Date
23 Aug 2023, 5:00 pmClosed
Chairman and Managing Director
KPHCC Head Office, Palayam
State Plan Scheme 2023-24-Sheme for Logistics and infrastructure to PHQ-Maintenance of back side wall of Barrack cum parking centre in Police Head Quarters Campus, Thiruvananthapuram(DSR 2018)
2023_KPHCC_596085_1
NIT NO. 75/KPHCC/2023-24
Open Tender
Civil Works - Buildings
Item Rate
90 days
Vazhuthacaud
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹34,300
25 Sept 2023
16 Aug 2023
25 Aug 2023
16 Aug 2023
23 Aug 2023
16 Aug 2023
Amount
Retaining wall
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
2.31 : 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
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 : 8 graded stone aggregate 40 nominal size)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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.
5.1.2 : 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
4.2.3 : 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)
5.22.6 : 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
50.18.8.9.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps 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. Concealed work, including cutting chases and making good the wall etc. 110 mm pipe 4 kgf/cm2
13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
15.7.2 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar with old mughal bricks
od35818/2023_2024 : supplying and providing weep holes using PVC pipe 50 mm outer dia.6kgf/cm2
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.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.
50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
MOHAN KUMAR C P
Bidder Name
MOHAN KUMAR C P
N. Anilkumar
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