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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹83.8 L+₹2.5 L (3.07%)Rejected-Finance | L2 | Rejected-Finance Second lowest |
| Sl No | Description | Qty | Unit | M SURESHKUMAR L2 | ANEESH. R L1 |
|---|---|---|---|---|---|
| 1.00Pipe laying and Alteration work. | |||||
| 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. | 3,860 | metre | 35 ₹1,35,100 | 27.17 ₹1,04,876.2 Lowest |
| 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. | 111 | cum | 500 ₹55,500 | 437.07 ₹48,514.77 Lowest |
| 1.00 | 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 or leaner mix ( including equivalent design mix) | 3 | cum | 1,588.97 ₹4,766.91 | 1,557.19 ₹4,671.57 Lowest |
| 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. | 1,162.8 | cum | 693.26 ₹8,06,122.73 | 679.39 ₹7,89,994.69 Lowest |
| 1.00 | 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. | 1,737 | metre | 50 ₹86,850 | 32.09 ₹55,740.33 Lowest |
| 1.01 | OD19777/2024-2025:Interconnection of existing pipeline with newly laid pipeline by using equal tee and connected items including earthwork excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing PVC tee, taking connection including supplying all necessary pipe and specials etc. complete | 22 | no | 2,033.19 ₹44,730.18 | 1,992.53 ₹43,835.66 Lowest |
| 1.01 | OD240735/2024-2025:Alteration of 20mm (3/4 inch) house connection(Specify with consumer number) 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 the cost of water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of Engineer in charge | 220 | no | 3,069.73 ₹6,75,340.6 | 3,008.34 ₹6,61,834.8 Lowest |
| 1.01 | 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 | 250 | metre | 226.37 ₹56,592.5 | 221.84 ₹55,460 Lowest |
| 1.01 | OD195714/2024-2025:Laying "OPVC" 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): 160 mm nominal outside diameter pipes. Derived from DSR item 100.9.11 | 1,450 | metre | 202.76 ₹2,94,002 | 198.7 ₹2,88,115 Lowest |
Tender Value
₹83.0 L
EMD Value
₹50,000
Closing Date
18 Aug 2025, 3:00 pmClosed
Executive Engineer
PH Division North, Thiruvananthapuram
State Plan-2024-25 Improvement of water supply in Kochar road from Jagathy Jn. to Edapazhani Jn
2025_KWA_780204_1
WRD/KWA-CE(SR)/TR/26449/2023
Open Tender
Civil Works - Water Works
Item Wise
90 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
24 Sept 2025
29 Jul 2025
19 Aug 2025
29 Jul 2025
18 Aug 2025
29 Jul 2025
29 Jul 2025 - 18 Aug 2025
Amount
Pipe laying and Alteration work.
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.
15.2.2: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 or leaner mix ( including 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.
OD19777/2024-2025:Interconnection of existing pipeline with newly laid pipeline by using equal tee and connected items including earthwork excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing PVC tee, taking connection including supplying all necessary pipe and specials etc. complete
OD240735/2024-2025:Alteration of 20mm (3/4 inch) house connection(Specify with consumer number) 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 the cost of water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of Engineer in charge
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
OD195714/2024-2025:Laying "OPVC" 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): 160 mm nominal outside diameter pipes. Derived from DSR item 100.9.11
OD195715/2024-2025:Laying "OPVC" 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. Derived from DSR item 100.9.9
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.
OD211443/2023-2024:Lighting provision for night works
100.98.1008:Engaging Coolie.
100.98.1009:Engaging Fitter ( grade 1).
4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
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.
100.31.1.4: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): 150mm diameter, Class I.
100.37.5.1:In situ fabrication of M.S. pipes of size 100mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.
100.37.5.2:Fabricating M.S. flanges of diameter 100mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.5.3:Cutting 100mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.5.4:Welding 100mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.5.5:Grinding cut and weld edges of 100mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.
100.37.6.2:Fabricating M.S. flanges of diameter 150mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.6.3:Cutting 150mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.6.4:Welding 150mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.6.5:Grinding cut and weld edges of 150mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
Construction of valve chamber
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)
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
OD220681/2024-2025:Supplying and fixing C.I man hole cover with frame for manholes:560 mm diameter ( heavy duty) the weight to be not less than 208 kg.
Cost of materials
OD22280/2025-2026:Supply of 160 mm OD Class 500 PVC-O Pipe, PN 12.5 conforming to IS 16647:2017 suitable for laying with PVC O fittings or metal fittings compatible with PVC O pipes
OD22281/2025-2026:Supply of 110 mm OD Class 500 PVC-O Pipe, PN 12.5 conforming to IS 16647:2017 suitable for laying with PVC O fittings or metal fittings compatible with PVC O pipes
OD22289/2025-2026:Providing Specials suitable for OPVC Pipes of class 500, PN 12.5 upto 160mm Dia. conforming to IS 16647:2017 @ 5% Cost of Pipe
100.98.508:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
100.98.506:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
OD211435/2023-2024:Providing and fixing in position industrial type pressure gauges with gun metal/brass valves in pipe lines including all specials etc. complete as required DSR1416.8
OD211436/2023-2024:Supply of 160 mm CIR joint
OD211438/2023-2024:Supply of 160mm pvc bend 10 kg with suitable pressure rating .
OD211439/2023-2024:Supply of 150 mm CID joint
OD20355/2024-2025:Supply of 110 mm CIR joint
Road Restoration - Permanent restoration
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD211789/2023-2024:Supplying and stacking 24mm hard blue granite broken stone in standard heaps-for measurement(IRC 3.2. 1.a)
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
OD211790/2023-2024:Laying 40mm premixed chipping carpet over BT surface with departmental broken stones after thoroughly cleaning the base with wire brushes, brooms and applying a priming coat of hot bitumen @2.50Kg/10m2 and spreading the hot premix of 0.32m3 of 24mm, 0.22m3 of 12mm departmental metal mixed with 22.08Kg of bitumen per 10m2, rolling to dense surface, then spreading the seal coat comprising of 0.09m3 of 6mm metal mixed with 8.64kg of bitumen per 10m2 and rolling again including cost of bitumen, fuel, hire charges machineries etc. complete excluding the cost of bitumen, and 24mm ,12mm ,6mm metal(Total usage of bitumen 33.22 Kg per 10m2) (I.R.C 3.4.2)
M SURESHKUMAR (BID ID -2290992)
Bidder Name
M SURESHKUMAR
ANEESH. R
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