Tender For Deposit-Deposit Work-Laying Of New Pipeline And Service Connection Alteration As Part Of Renovation Of Muttar Thodu In Thiruvananthapuram Corporation -Pipeline Work
Tender Value
13.42 Lakhs
Estimated cost
Bid Submission
23 Oct 2026
4 days left
EMD
33569
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Deposit-Deposit Work-Laying Of New Pipeline And Service Connection Alteration As Part Of Renovation Of Muttar Thodu In Thiruvananthapuram Corporation -Pipeline Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A - Labour charges |
| 2 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road |
| 3 | 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) |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | 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. |
| 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 | 100.98.1008:Engaging Coolie. |
| 10 | 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. |
| 11 | 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. |
| 12 | OD11597/2026-2027:Taking connection from the existing main (single boring), including earthwork excavation supplying and fitting 25mm saddle piece 1 nos,25mm brass ferrule 1 nos, 25mm GM full way valve wheel valve 1 nos, bend 1nos, union 1nos, 32mm pvc adapter 1 nos,110x32 pvc reducer 1nos etc. and connecting the newly laid main,testing the joints etc. complete |
| 13 | OD11598/2026-2027:Taking connection from the existing main (double boring), including earth work excavation ,boring the main, supplying and fitting saddle piece 2 nos,25mm brass ferrule 2 nos, 25mm GM full way valve wheel valve 2 nos, bend 2nos, union 2nos, 32mm pvc adapter 2 nos,110x32 pvc reducer 2nos and connecting the newly laid main testing the joint etc. complete. Rate as per item No 100.1.1 of SH KWA approved data |
| 14 | OD136609/2026-2027:Supplying, conveying and laying 50 mm dia GI pipe as casing/protective sleeve for accommodating water service connection pipe across the existing/newly laid pipeline trench, wherever required for providing alteration of existing water connections during construction of box culvert/drainage structures, including cutting to required lengths, threading/coupling, providing necessary supports, alignment and fixing, insertion of service line through the casing, end protection/sealing, jointing and all labour, materials, tools, tackles, loading, unloading, transportation and incidental charges complete, as directed by the Engineer-in-Charge. |
| 15 | Appendix B - Construction of Valve Chamber |
| 16 | 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 |
| 17 | 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) |
| 18 | 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) |
| 19 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 20 | 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 |
| 21 | Appendix C Supply of Pipe and Specials |
| 22 | 100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia. |
| 23 | 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. |
| 24 | 100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia. |
| 25 | OD11580/2026-2027:Supplying and laying 20mm ASTM Pipe |
| 26 | OD139570/2026-2027:Supplying, conveying and laying 40 mm dia ASTM standard PVC pipe of approved make and pressure class, including all necessary couplings for jointing the pipes, bends, elbows and other required specials, solvent cement jointing as applicable, alignment, labour, loading, unloading, transportation and all incidental charges, complete as directed by the Engineer-in-Charge. |
| 27 | OD11582/2026-2027: Supplying , conveying and fixing of heavy duty CI MH cover with frame |
| 28 | OD11579/2026-2027:Supplying and Fixing PVC Reducer 110x90/110x75,110x63 mm as per site condition |
| 29 | OD11581/2026-2027:Interconnection with newly laid line with existing line with PVC/CI/DI Tee andreducer CID/CIR joints suitable to the newly line including cutting the existing linewithout damages to the line, bailing out water, traffic controlling cleaning and grinding theedges ready for joint including all labour charges cost of materials as per the direction ofdepartmental officers |
| 30 | 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 31 | 100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. |
| 32 | 100.47.1.4:Leak rectification work in 63mm 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. |
| 33 | 100.47.1.1:Leak rectification work in 32mm 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 | 100.47.1.6: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. |
| 35 | 100.47.3.2:Leak rectification work in 110mm 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 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 damage to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, ribbon fencing, lighting, 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: C.I.R. Jointing. |
| 36 | OD146501/2026-2027:Temporary laying of 40 mm dia uPVC pipe of 6 kg/cm² pressure class for maintaining water supply during construction of box culvert, including supply of approved quality 40 mm dia uPVC pipe and all required fittings, specials and jointing materials; excavation wherever required, laying and alignment of pipe along/around the work site, jointing, fixing and connecting to the existing water-supply line/house connection, providing necessary temporary supports and protection, testing for leakage and ensuring uninterrupted water supply during the period of road excavation and box culvert construction, including all materials, labour, tools and tackles, transportation, loading and unloading, and all incidental charges complete as directed by the departmental officers. |
| 37 | Appendix D Alteration of House Connections |
| 38 | OD11593/2026-2027:Alteration of house connection/street tap connection including earthwork excavation, supplyingand fitting suitable saddle piece, supplying and fitting 20 mm brass ferrule 1no,20 mm GM full way wheel valve 1no,Tap ,20mm ASTM Sch-40 pipe and other specials,etc. , connecting the newly laid line, testing the joints etc. as per the direction of departmental officials. |
| 39 | OD11588/2026-2027:Supplying 90mm CIR |
| 40 | OD11584/2026-2027:Supply of 110mm CIR Joint with accesories |
| 41 | OD11589/2026-2027:Supply of 80mm CID Joint CL 10 with accesories |
| 42 | OD11594/2026-2027:Supply of 100mm CID Joint CL 10 with accesories |
| 43 | OD11585/2026-2027:Supply of 90mm dia PVC Valve |
| 44 | OD11587/2026-2027: Supply and fixing of 110 mm PVC 90 degree Bend |
| 45 | OD11591/2026-2027:Supply and fixing of 110mm 10Kg/cm2 End cap |
| 46 | OD11596/2026-2027:Supply and fixing of PVC Tee 110mm |
| 47 | OD11590/2026-2027:Supply and fixing of 110 mm 22.5 degree bend |
| 48 | OD139565/2026-2027:Supply and fixing of 90 mm PVC 90 degree Bend |
| 49 | OD139566/2026-2027:Supply and fixing of 90 mm PVC 22 1/2 degree Bend |
| 50 | OD139567/2026-2027:Supply and fixing of 90 mm PVC 45 degree Bend |
| 51 | OD11592/2026-2027:Supply and fixing of 110 mm PVC 45 degree Bend |
| 52 | OD11586/2026-2027:Providing and fixing in position industrial type pressure gauges with gun metal/brass valves in pipe lines including all specials etc complete |
| 53 | Appendix - F Road restoration |
| 54 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 55 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead |
| 56 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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