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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.1 LAccepted-AOC | ₹52.1 L | L1 | Accepted-AOC Lowest tender |
| 2 | L2₹53.3 L+₹1.1 L (2.18%)Rejected-AOC | ₹53.3 L+₹1.1 L (2.18%) | L2 | Rejected-AOC 2nd Lowest tender |
| 3 | L3₹55.5 L+₹3.4 L (6.53%)Rejected-AOC | ₹55.5 L+₹3.4 L (6.53%) | L3 | Rejected-AOC 3rd Lowest tender |
| 4 | L4₹57.1 L+₹5.0 L (9.58%)Rejected-AOC | ₹57.1 L+₹5.0 L (9.58%) | L4 | Rejected-AOC 4th Lowest tender |
| 5 | L5₹57.5 L+₹5.4 L (10.3%)Rejected-AOC | ₹57.5 L+₹5.4 L (10.3%) | L5 | Rejected-AOC 5th Lowest tender |
Tender Value
₹73.5 L
EMD Value
₹50,000
Closing Date
24 Oct 2024, 3:00 pmClosed
Executive Engineer
KWA, WS DIVISION, TALIPARAMBA
DEPOSIT-KIIFB Project PWD 15-92-Improvements to Peruvamparamba Kalluvayal Nellikkampoyil Road in Kannur District from ch0-00 to ch.5-808 by KRFB-Replacing of existing KWA Utilities in the road stretch from Peruvamparamba to Nellikampoyil via Kalluvay
2024_KWA_697640_1
8/2024-25/EE/WSDN/TPBA
Open Tender
Civil Works - Water Works
Item Rate
180 days
Peruvalathuparamba
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,257
₹50,000
6 Dec 2024
18 Oct 2024
25 Oct 2024
18 Oct 2024
24 Oct 2024
18 Oct 2024
Amount
Working Charges
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.
100.1.5: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 50 m, in Ordinary Rock.
100.2.7: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 Medium Rock where Blasting is Prohibited.
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.
100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
100.9.4: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): 40 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.
100.9.9: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.
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore.
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.
100.31.2.2: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.
100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve.
100.39.2:Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work: 80mm diameter pipe.
100.39.3:Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work: 100mm diameter pipe.
100.60.8.1:Replacing the chocked / damaged 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing mains, up to a length of 5m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / Brass specials viz. brass ferrule, Elbow, MTA, FTA, couplers 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, safely removing & re-fixing existing water meter, 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 and as per the directions of the department officers
100.60.3.1.1:Providing additional length of house connection pipe using 20mm 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
OD109550/2023-2024:Supplying and fixing of surface box and minimum 160mm cover pipe including necessary fixing concreting work including all cost of material labour etc complete and for control valves and air valves
OD109551/2023-2024:Inter connection of the newly laid PVC line with existing PVC distribution pipe lines of size 250mm/200mm/160mm/140/110mm/90mm/75mm including earth work excavation, providing specials,grinding the cut end of pipe, aligning the line by using specials and making the joint leak proof including all labour charges,material charges etc complete as per the site condition and direction of the dept officers (Excluding the cost of specials used)
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.
OD111949/2023-2024:Dismantling manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer -in-Charge:- Bituminous road
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20
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
2.7.1: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.Ordinary rock
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
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
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
100.41.33:Supplying and fixing 500mm dia C.I. manhole cover with frame (medium duty) charges including all cost, labour charges etc., complete.
Cost of Materials
OD112144/2023-2024:Supplying 110mm dia PVC 12.50 kg/cm2 pipes, including specials
OD109531/2023-2024:Supply of PVC pipe 12.5kg/cm2, 90mm dia. including specials
100.98.232:Supply of PVC Pipe, 10kg/cm2, 40mm Dia.
OD109548/2023-2024:Supply of 100mm GI pipe medium with specials.
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
MOHAMMED RASHID P H
P K Ravi
C SULAIMAN
BSR HI-SIGHT INFRASTRUCTURE PVT LTD
SURESH BABU
NAJEEM ARSHAD K Z
M T MOHAMMED KUNHI
Prakashan P
O SUMESH
RAJU T S
Amal raj
Evatec Engineers & Contractors Pvt Ltd
SATHYANATHAN E
SHIJU KILAYIL
SHEENA K
Sajeer P K
Bidder Name
M T MOHAMMED KUNHI
MOHAMMED RASHID P H
Prakashan P
SATHYANATHAN E
SHEENA K
O SUMESH
C SULAIMAN
RAJU T S
Sajeer P K
SURESH BABU
Amal raj
SHIJU KILAYIL
AHAMMED IRSHAD
BSR HI-SIGHT INFRASTRUCTURE PVT LTD
P K Ravi
Evatec Engineers & Contractors Pvt Ltd
NAJEEM ARSHAD K Z
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1088287.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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