Tender For State Plan-State Plan 2026-2027 Optimization Of Production And Transmission-Providing Drinking Water Facilities In Thuravoor And Kuthiyathode Panchayath, Aroor Constituency.-Pipeline Work
Tender Value
3.90 Crore
Estimated cost
Bid Submission
28 Sep 2026
5 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
8270
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Alappuzha → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for State Plan-State Plan 2026-2027 Optimization Of Production And Transmission-Providing Drinking Water Facilities In Thuravoor And Kuthiyathode Panchayath, Aroor Constituency.-Pipeline Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 14-Sep-2026 | Date corrigendum | Date | 28-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | working charge |
| 2 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | OD64853/2026-2027:Engaging Coolies for clearing loose earth, silt, debris and minor obstructions from the river banks and levelling the alignment required for manual/vehecular transportation of pipes, including dressing the surface, trimming local high spots, filling minor depressions with available earth, and preparing a safe and continuous passage along the pipe transportation route. |
| 4 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth |
| 5 | 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. |
| 6 | 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. |
| 7 | 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. |
| 8 | 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. |
| 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. |
| 10 | 2.18.1:Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete ( Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m |
| 11 | OD60054/2026-2027:Trenching in Thodu bed for an average depth of 0.8m below bed level comprising liquid mud, silt, sand, or ordinary soil for laying 250 mm HDPE pipeline underwater, including excavation of trenches by divers using diving equipment and air compressors, or by any approved scientific method such as dredgers, hydraulic excavators fitted in barges or similar machinery. The work shall include erection of bamboo poles or other suitable supports/guides wherever required, excavation with lift up to 3.0 m, stacking the excavated material at a convenient location, lowering and positioning of pipeline, refilling the trench after pipe laying, and restoration of the bed to the original profile. The item shall include all labour, materials, tools and tackles, hire charges for diving sets, air compressors, dredgers, country boats, barges or other floating crafts, pumps, safety equipment, supervision, lighting arrangements, watch and ward, taking necessary precautions for safe execution of the work, providing caution boards/sign boards, and all other incidental charges required for the satisfactory completion of the work as directed by the Engineer-in-Charge. |
| 12 | OD60055/2026-2027:Trenching in river/lake bed for an average depth of 0.8m below bed level comprising liquid mud, silt, sand, or ordinary soil for laying 250 mm HDPE pipeline underwater, including excavation of trenches by divers using diving equipment and air compressors, or by any approved scientific method such as dredgers, hydraulic excavators fitted in barges or similar machinery. The work shall include erection of bamboo poles or other suitable supports/guides wherever required, excavation with lift up to 4.5 m, stacking the excavated material at a convenient location, lowering and positioning of pipeline, refilling the trench after pipe laying, and restoration of the bed to the original profile. The item shall include all labour, materials, tools and tackles, hire charges for diving sets, air compressors, dredgers, country boats, barges or other floating crafts, pumps, safety equipment, supervision, lighting arrangements, watch and ward, taking necessary precautions for safe execution of the work, providing caution boards/sign boards, and all other incidental charges required for the satisfactory completion of the work as directed by the Engineer-in-Charge. |
| 13 | OD61206/2026-2027:Conveying, handling and laying 250 mm HDPE pipes conforming to IS 4984 underwater, including transporting pipes within the initial lead, aligning the pipes, jointing by butt fusion/electrofusion welding, and testing the fabricated pipeline to the specified hydraulic test pressure as per IS standards. After successful testing, the pipeline shall be floated in water and transported to the underwater trench already excavated. The work shall include providing and fixing precast RCC sleeves, anchor blocks or other approved anchoring arrangements with bolts, nuts and necessary fittings at suitable intervals, lowering and positioning the pipeline accurately into the trench in the river/lake bed, testing the laid pipeline with potable water to the specified pressure before backfilling. The item shall include all labour, materials, tools and tackles, welding equipment, testing equipment, hire charges for country boats, engine-driven boats, barges, floating crafts, lifting appliances, pumps, safety equipment, supervision, lighting arrangements, watch and ward, provision of caution boards/sign boards, and all other incidental charges necessary for the satisfactory completion of the work as directed by the Engineer-in-Charge. |
| 14 | 100.10.9:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 250mm Nominal Outside Diameter Pipes. |
| 15 | 100.9.14: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): 250 mm nominal outside diameter pipes. |
| 16 | 100.9.11: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): 160 mm nominal outside diameter pipes. |
| 17 | 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 | 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. |
| 19 | OD22344/2025-2026:Casting and conveying to site Semicircle shaped RCC sleeves of 27cm inside diameter and 47cm outer diameter of 30cm long with 8cm wide and 10cm thick projections for bolt joints suitable for 250mm HDPE Pipe as per design with R.C.C 1:2:4 using 20 mm nominal size broken stone and nominal reinforcement including all form work, cost of 4nos of 20mm Stainless steel T bolts with nuts and washers of required length etc. |
| 20 | OD22492/2025-2026:Inter connecting existing 250mm pvc pipe to newly laid 250 mm pvc line by cutting the existing pvc line diametrically perpendicular to the axis of pipe line and jointing with 250mm pvc tee,250mm CIR Joint testing with required test pressure. . Charges include cost of material, labour charges, hire of tools etc.excluding the cost of CIR Joint complete |
| 21 | OD260973/2025-2026:Inter connecting Newly laid 250mm HDPE to newly laid 160mm pvc pipe using HDPE/PVC specials testing with required test pressure. Charges include cost of material, labour charges , hire of tools etc. complete |
| 22 | OD260984/2025-2026:Interconnecting the pipe line with the newly laid 110 mm PVC pipe with newly laid 160mm PVC pipeline by supplying specials all cost of materials and necessary earth work excavation in all classes of soil etc. complete as per direction of departmental officers |
| 23 | OD264119/2025-2026:Interconnecting the pipe line with the existing 160 mm PVC pipe with newly laid 160mm PVC pipeline by supplying specials all cost of materials and necessary earth work excavation in all classes of soil etc. complete as per direction of departmental officers |
| 24 | OD22515/2025-2026:Jointing 250mm HDPE with 250mm PVC pipe using CIR Joint |
| 25 | OD61099/2026-2027:Interconnecting the pipe line with the existing 75/90/110mm PVC pipe with newly laid 110/90/75 mm PVC pipeline by supplying specials all cost of materials and necessary earth work excavation in all classes of soil etc. complete as per direction of departmental officers |
| 26 | OD61534/2026-2027:Interconnecting newly laid 250 mm Hdpe line to the existing 700 mm grp pumping line with specials etc .complete. |
| 27 | OD83090/2026-2027:Interconnecting newly laid 250 mm Hdpe line to the existing 200 mm Bypass line with specials etc .complete. |
| 28 | OD260980/2025-2026:Cutting existing 63/75/90/110/160 mm PVC pipe line and scouring the line till the wateris found clean and then close the line using PVC Pipe, solvent cement including earth work excavation ,bailing outwater etc. complete.Details of Cost for Rectification |
| 29 | OD260983/2025-2026:Shifting existing 20mm (3/4 inch) house connection with 20mm (3/4 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5m using 25mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. 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, fixing 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 etc, and as per the direction of the departmental officers. |
| 30 | 4.1.6: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 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 31 | OD264194/2025-2026:Providing and constructing RCC valve chamber of internal dimensions 1.00 m × 1.00 m × 1.00 m depth for accommodating sluice valves, air valves, scour valves or other appurtenances, including excavation in all classes of soil up to a depth of 1.50 m, dewatering wherever necessary, dressing and leveling the bed, providing 100 mm thick PCC 1:3:6 foundation, 150 mm thick RCC base slab, side walls and cover slab in RCC 1:1.5:3 using machine-mixed concrete, including centering, shuttering, scaffolding, vibration, curing and finishing complete. |
| 32 | 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. |
| 33 | 100.47.1.6:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork 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 remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, 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 any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if 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 including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing. |
| 34 | 100.47.2.4:Leak rectification work in 160mm 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. |
| 35 | OD60058/2026-2027:Providing lighting (full night)to the proposed leak area by using generator and halogens lamps etc complete as per direction |
| 36 | 100.31.2.6: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): 250mm diameter, Class II. |
| 37 | 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. |
| 38 | 100.32.3:Conveying and fixing C. I. Double 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): 50mm Double Acting Air Valve. |
| 39 | 100.37.8.1:In situ fabrication of M.S. pipes of size 250mm (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. |
| 40 | 100.37.8.2:Fabricating M.S. flanges of diameter 250mm 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. |
| 41 | 100.37.8.3:Cutting 250mm (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. |
| 42 | 100.37.8.4:Welding 250mm (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. |
| 43 | 100.37.8.5:Grinding cut and weld edges of 250mm (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. |
| 44 | 100.37.9.1:In situ fabrication of M.S. pipes of size 300mm (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. |
| 45 | 100.37.9.2:Fabricating M.S. flanges of diameter 300mm 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. |
| 46 | 100.37.9.3:Cutting 300mm (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. |
| 47 | 100.37.9.4:Welding 300mm (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. |
| 48 | 100.37.9.5:Grinding cut and weld edges of 300mm (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. |
| 49 | Supply of Materials |
| 50 | 100.98.142:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 250mm Outer Dia. |
| 51 | OD262498/2025-2026:Supply of PVC Pipe 8Kg/cm2 , 250 mm Dia |
| 52 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. |
| 53 | 100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia. |
| 54 | 100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia. |
| 55 | 100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. |
| 56 | 100.98.446:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm. |
| 57 | 100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm. |
| 58 | OD82199/2026-2027:Supplying 250 mm PVC Tee |
| 59 | OD82206/2026-2027:Supply at site good quality 250 mm CIR Joint set |
| 60 | OD82205/2026-2027:Supply at site good quality 160 mm CIR Joint set |
| 61 | OD82212/2026-2027:Supply 250mm HDPE Stubend |
| 62 | OD82220/2026-2027:Supply 160mm PVC Tee |
| 63 | OD83117/2026-2027:Supply of 63mm PVC Endcap |
| 64 | OD83113/2026-2027:Supplying end cap 75 mm |
| 65 | OD82254/2026-2027:Supplying end cap 90 mm |
| 66 | OD83116/2026-2027:Supplying end cap 110 mm |
| 67 | OD82249/2026-2027:Supply 160mm end cap |
| 68 | OD82251/2026-2027:Supplying 250x160mm PVC Reducer |
| 69 | OD82297/2026-2027:Supply at site good quality 75mm CIR Joint set |
| 70 | OD82252/2026-2027:Supplying 110 x 75 mm reducer |
| 71 | OD82250/2026-2027:Supply 110x90 reducer |
| 72 | OD82248/2026-2027:Supplying of 250 mm MJ Collar Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 14, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 28, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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