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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹16.5 L+₹1.6 L (10.9%)Rejected-Finance | L2 | Rejected-Finance Second lowest | |
| 3 | L3₹18.0 L+₹3.1 L (20.8%)Rejected-Finance KACHEETTI PUTHEN VEEDU PALIYODE KUNNATHUKAL ANAVOOR P O TRIVANDRUM 695124 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695124 | L3 | Rejected-Finance Third lowest | |
| 4 | L4₹18.2 L+₹3.3 L (22.3%)Rejected-Finance | L4 | Rejected-Finance Fourth lowest | |
| 5 | L5₹21.4 L+₹6.6 L (44.3%)Rejected-Finance | L5 | Rejected-Finance Fifth lowest |
| Sl No | Description | Qty | Unit | Somakumar L5 | MOHANAKUMAR V L3 | SIDHARDHAN M L1 | AMBALATHARA LABOUR CONTRACT L4 | Mohandas M L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00App.A1 - Working charges | ||||||||
| 1.00 | 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. | 6 | metre | 24.39 ₹146.34 | 15 ₹90 Lowest | 16.91 ₹101.46 | 22.22 ₹133.32 | 20 ₹120 |
| 1.00 | 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. | 39.55 | cum | 392.47 ₹15,522.19 | 330 ₹13,051.5 | 272.05 ₹10,759.58 | 276.03 ₹10,916.99 | 250 ₹9,887.5 Lowest |
| 1.00 | 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) | 11.4 | cum | 2,264.12 ₹25,810.97 | 1,800 ₹20,520 | 1,569.44 ₹17,891.62 | 1,492.95 ₹17,019.63 Lowest | 1,500 ₹17,100 |
| 1.00 | 15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | 63 | sqm | 105.35 ₹6,637.05 | 80 ₹5,040 | 73.03 ₹4,600.89 Lowest | 1,492.95 ₹94,055.85 | 83 ₹5,229 |
| 1.00 | 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. | 517 | cum | 610.07 ₹3,15,406.19 | 465 ₹2,40,405 | 422.89 ₹2,18,634.13 Lowest | 506.08 ₹2,61,643.36 | 430 ₹2,22,310 |
| 1.01 | OD102084/2025-2026:Dismantling existing drainage house connections and reconnecting the drainage house connections after completion of work including cost of 110mm PVC line and all required fittings | 5 | no | 7,665.9 ₹38,329.5 | 7,000 ₹35,000 | 5,313.86 ₹26,569.3 | 4,380 ₹21,900 | 3,000 ₹15,000 Lowest |
| 1.01 | OD102083/2025-2026:Disposal of marshy excavated earth including conveyance and loading charges etc. complete | 5 | cum | 198.02 ₹990.1 | 150 ₹750 | 137.26 ₹686.3 Lowest | 1,492.85 ₹7,464.25 | 150 ₹750 |
| 1.01 | OD102085/2025-2026:Carriage of excavated earth by mechanical transport within a distance of 5km as per direction of departmental officials | 5 | cum | 177.25 ₹886.25 | 150 ₹750 | 122.87 ₹614.35 Lowest | 1,492.85 ₹7,464.25 | 150 ₹750 |
| 1.01 | 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. | 455 | metre | 28.81 ₹13,108.55 | 18 ₹8,190 Lowest | 19.97 ₹9,086.35 | 23.9 ₹10,874.5 | 20 ₹9,100 |
Tender Value
₹24.4 L
EMD Value
₹50,000
Closing Date
7 Aug 2025, 3:00 pmClosed
Executive Engineer
PH Division North, Thiruvananthapuram
DEPOSIT TWSS Improvements to water supply in Puthuppally lane Medical College of Pattom ward with new PVC pipe under Kowdiar section
2025_KWA_779774_1
WRD/KWA-CE(SR)/TR/17998/2025
Open Tender
Civil Works - Water Works
Item Wise
120 days
Pattom Ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
24 Sept 2025
28 Jul 2025
8 Aug 2025
28 Jul 2025
7 Aug 2025
28 Jul 2025
28 Jul 2025 - 7 Aug 2025
Amount
App.A1 - 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)
15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm
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.
OD102084/2025-2026:Dismantling existing drainage house connections and reconnecting the drainage house connections after completion of work including cost of 110mm PVC line and all required fittings
OD102083/2025-2026:Disposal of marshy excavated earth including conveyance and loading charges etc. complete
OD102085/2025-2026:Carriage of excavated earth by mechanical transport within a distance of 5km as per direction of departmental officials
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.
100.99.1:Add extra for the rate of Earth Work Excavation to account for the difficulty of excavation and the idling of the labour / machinery.
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.
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
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.
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.
100.31.1.1: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 I.
100.32.2: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): 40mm Single Acting Air Valve.
100.99.13:Dismantling CID Joint - 1.No (Rate 50% of 100.24.1- Jointing Charge)
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.
100.99.2:Dismantling 80 mm ACpipe (Rate 50% of 100.23.1.1 - Conveying and Laying Charge)
OD104257/2025-2026:Dummying existing 80mm AC pipe including earth work excavation, materials etc. complete as per the direction of departmental officers.
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.
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
OD100437/2025-2026:Providing alteration to 15mm (1/2 inch) house connection from existing PVC mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, 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 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
App.C2 - Supply of materials
100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
100.98.236:Supply of PVC Pipe, 10kg/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.
100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.
OD100478/2025-2026:Supply of 80 mm CID joint
OD97573/2025-2026:Supply of 90mm CIR joint
OD104278/2025-2026:Supply and fixing 90mm/110mm PVC tail piece 10kg
OD104279/2025-2026:Supply and fixing 90mm 10kg PVC end cap
OD104301/2025-2026:Supplying and fixing 110mm 10kg PVC endcap
OD104280/2025-2026:Supplying and fixing 10kg PVC Tee / Reducing Tee 110x110 / 110x90
OD104282/2025-2026:Supplying and fixing 90mm 10kg PVC bend
OD104302/2025-2026:Supply and fixing 110mm 10kg PVC bend
OD101352/2025-2026:Fixing of P-tube for valve operations at branch lines with narrow width, including supply of pipe, specials, slab concrete and other works
OD102082/2025-2026:Supplying and fixing of socket type 90mm PVC valve
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)
OD100539/2025-2026:Providing and fixing in position industrial type pressure gauges with manometric fluid gun metal/brass valves in pipe lines including all specials etc complete
OD97568/2025-2026:Providing and fixing 600 mm dia DI MH cover with frame (Heavy duty type)
Mohandas M (BID ID -2277632)
MOHANAKUMAR V (BID ID -2275923)
AMBALATHARA LABOUR CONTRACT (BID ID -2278335)
Somakumar (BID ID -2275171)
Bidder Name
MOHANAKUMAR V
Somakumar
SIDHARDHAN M
AMBALATHARA LABOUR CONTRACT
Mohandas M
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