Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC KACHEETTI PUTHEN VEEDU PALIYODE KUNNATHUKAL ANAVOOR P O TRIVANDRUM 695124 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695124 | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.2 L+₹49,658.20 (4.65%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹11.8 L+₹1.2 L (10.8%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹13.1 L+₹2.5 L (23.0%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L4₹13.1 L+₹2.5 L (23.0%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
Refer Docs
EMD Value
₹32,845
Closing Date
19 Jul 2024, 3:00 pmClosed
EE
PH DIVISION NORTH
Deposit work of Thiruvananthapuram corporation - St Marys lane and Palm Drive lane Improving water supply by replacing the very old and freequently bursting 100mm and 80mm dia AC pipeline with new 110mm PVC 6kg
2024_KWA_679946_1
E-Tender No-6/2024-25/25517/2023
Open Tender
Civil Works - Water Works
Item Rate
THIRUVANANTHAPURAM
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
₹32,845
Yes
18 Sept 2024
10 Jul 2024
20 Jul 2024
10 Jul 2024
19 Jul 2024
10 Jul 2024
Amount
App.A - Working charges
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes.
100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.
100.98.1009:Engaging Fitter ( grade 1).
100.98.1008:Engaging Coolie.
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
OD229787/2023-2024:Alteration of 20mm (3/4 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE pipe up to 200mm dia., up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe,, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges but excluding cost of water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers
100.60.3.2.1:Providing additional length of house connection pipe using 25mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers
100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II.
100.31.2.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class II.
100.47.2.1:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.
100.59.2:Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
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) : 4 graded stone aggregate 20 mm nominal size)
100.59.3:Restoring the road surfaces by providing and laying factory made cold bitumen-aggregate pot-hole repair mix in two layers of 25mm thick (total 50mm thick), by cleaning the surface with brooms etc. to remove dust/debris/water etc, placing the premix, compacting properly with hand-rammer etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
App.B - Supply of materials
100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
OD200021/2023-2024:Supply of 110mm dia. PVC Tail piece(Heavy).
OD200031/2023-2024:Supply of 90mm PVC 6Kg Tail piece (Market rate).
OD200027/2023-2024:Supply of 160mm dia. PVC 6Kg equal Tee
OD200023/2023-2024:Supply of 160x110mm dia. PVC reducer
OD229840/2023-2024:Supply of 160mm CIR joint
OD229841/2023-2024:Supply of 110mm CIR joint
OD200020/2023-2024:Supply of 110mm dia. PVC End cap(Heavy).
OD200028/2023-2024:Supply of 110mm dia. PVC 6Kg equal Tee.
OD200035/2023-2024:Supplying of 110mm dia. 90/45 degree 10Kg Elbow (Market rate)
OD200036/2023-2024:Supplying of required type 110x90mm dia. PVC Reducer (Market rate).
OD200025/2023-2024:Supplying of 90mm dia. 6Kg long bend (Market rate)
OD229848/2023-2024:Supply of 90mm CIR joint
OD229849/2023-2024:supply of 100mm CID joint
OD229850/2023-2024:Supply of 80 mm CID joint
App.C - Construction of Valve chambers
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
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)
OD229819/2023-2024:Reinforced cement concrete 1:2:4 using 20mm metal including watering, curing, hire charges of form work, centering and shuttering for valve chamber and including the cost of cement 320 kg /m3 and excluding cost of reinforcement
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD229830/2023-2024:Supplying 560 mm dia MH cover with frame (Heavy duty as on 1/1/2022)
OD229831/2023-2024:Providing and fixing in position industrial type pressure gauges with gun metal/brass valves in pipe lines including all specials etc complete
Vinod K
SURESH KUMAR P S
ANEESHKUMAR J S
PANANVILA LABOUR CONTRACT CO OPERATIVE SOCIETY LTD NO T 2002
Bidder Name
MOHANAKUMAR V
Vinod K
SURESH KUMAR P S
ANEESHKUMAR J S
PANANVILA LABOUR CONTRACT CO OPERATIVE SOCIETY LTD NO T 2002
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1057533.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .