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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.7 L+₹2.1 L (24.0%)Rejected-Finance | L2 | Rejected-Finance second lowest | |
| 3 | L3₹11.2 L+₹2.6 L (30.2%)Rejected-Finance KACHEETTI PUTHEN VEEDU PALIYODE KUNNATHUKAL ANAVOOR P O TRIVANDRUM 695124 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695124 | L3 | Rejected-Finance Third lowest | |
| 4 | L4₹11.8 L+₹3.1 L (36.4%)Rejected-Finance | L4 | Rejected-Finance Fourth lowest | |
| 5 | L5₹11.9 L+₹3.3 L (37.8%)Rejected-Finance | L5 | Rejected-Finance Fifth lowest |
Tender Value
₹11.9 L
EMD Value
₹29,705
Closing Date
29 Aug 2025, 3:00 pmClosed
Executive Engineer
PH Division North, Thiruvananthapuram
DEPOSIT-2025-26 Replacement of old and damaged 80mm AC pipe line with 90mm PVC in SS Kovil Lane Kowdiar
2025_KWA_787325_1
WRD/KWA-CE(SR)/EST/6446/2025
Open Tender
Civil Works - Water Works
Item Wise
90 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,705
Yes
6 Oct 2025
16 Aug 2025
30 Aug 2025
16 Aug 2025
29 Aug 2025
16 Aug 2025
16 Aug 2025 - 29 Aug 2025
Amount
App.C1 - Working charges-Replacement of old and damaged 80mm AC pipe with 90mm PVC in S.S Kovil road ,kowdiyar along with alterations of house connections
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.
100.9.8: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.
100.9.6: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): 63 mm nominal outside diameter pipes.
100.98.1008:Engaging Coolie.
100.98.1009:Engaging Fitter ( grade 1).
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.
OD272564/2024-2025: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
OD272565/2024-2025:Interconnection of existing pipe lines with newly laid PVC pipe lines of size 50/63/75/90/110/160mm or GI pipelines of size 40/50/65/80/100mm using PVC equal Tee including charges for earth work excavation in all classes of soil and refilling, fencing, all labour charges, cost of all required materials, hire charges etc. complete as per direction of dept. 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
100.31.1.2: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 I.
100.46.2.1:Repairing leakage/breakage of 80mm A.C. pipeline by cutting and dismantling the damaged pipe portion (above 1.5m up to 3.0m) including charges for earthwork excavation in all kinds of soil including tar / concrete cutting for exposing leak portion of the pipe, operating control valves if any, conveying to the site and cutting new A.C. pipe to the required length, re-jointing the pipeline using C.I.D. Joints, testing the pipeline by operating the valves concerned, and rectifying the defects any noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers excluding the cost of pipe and C.I.D. Joints.
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.
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.
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
App.C2 - Supply of materials
100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm 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.
OD272563/2024-2025:Supply of 100 mm CID joint
OD272562/2024-2025:Supply of 90mm CIR joint
OD272561/2024-2025:110x90mm dia. PVC Reducer
OD272558/2024-2025: Supply of 110mm dia. PVC 10Kg equal Tee
OD272559/2024-2025:Supply of 90mm PVC 10Kg Tail piece (Market rate).
OD272560/2024-2025:Supplying of 90mm dia.10Kg Equal Tee (Market rate)
OD272557/2024-2025:Supply of 90 mm dia. 90/45 degree PVC 10Kg elbow.
OD272555/2024-2025:Supplying of 90mm dia.10Kg End cap (Market rate)
OD272556/2024-2025:Supplying of 90mm dia. 10Kg long bend (Market rate)
OD273589/2024-2025:90 X 63 mm dia. PVC Reducer
OD273592/2024-2025:63 mm PVC 10 kg end cap
OD273595/2024-2025:Supply of 63 mm dia. 90/45 degree PVC 10Kg elbow.
App.C3 - Construction of valve chambers
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)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
5.22.6: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
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD273228/2024-2025:Providing and fixing in position industrial type pressure gauges with gun metal/brass valves in pipe lines including all specials etc complete
OD273229/2024-2025:Supplying 560 mm dia MH cover with frame (Heavy duty as on 1/1/2022)
YESUDAS T (BID ID -2315354)
MOHANAKUMAR V (BID ID -2312833)
P ANIL KUMAR (BID ID -2304082)
SIDHARDHAN M (BID ID -2315178)
VINAYADHANAN D S (BID ID -2315469)
Bidder Name
P ANIL KUMAR
MOHANAKUMAR V
SIDHARDHAN M
VINAYADHANAN D S
YESUDAS T
Mohandas M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1294760.pdf
boq_comp_chart.xlsx
xlsx
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