Tender For Water Supply Under Uws Scheme Within The Jurisdiction Of Dws Division, Kumarghat, Unakoti Tripura During The Year 2026-27/ Sh:- Maintenance & Repairing Of Leakage, Washing Of Pipe Line, Extension Of Pipe Line, Providing Of Fhtc/Commercial
Tender Value
9.08 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
4 days left
EMD
18165
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Unakoti → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Water Supply Under Uws Scheme Within The Jurisdiction Of Dws Division, Kumarghat, Unakoti Tripura During The Year 2026-27/ Sh:- Maintenance & Repairing Of Leakage, Washing Of Pipe Line, Extension Of Pipe Line, Providing Of Fhtc/Commercial Connection Etc Under Kumarghat Municipal Council Within Jurisdiction Of Dws Sub-Division, Kumarghat, Unakoti Tripura
BOQ
| Sl. No. | Item Description |
| 1 | Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge.i) 90 mm dia. |
| 2 | ii) 110 mm dia. |
| 3 | iii) 140 mm dia. |
| 4 | Cleaning & washing of CI/DI/PVC pipes, cutting at ininterval not less than 50 m, with the help of 30/40 mm dia PVC Coil pipe having suitable brush at front end and making good the pipe with required specials including eart cutting & refilling complete as per direction of Engineer in Charge. (Collar, Coupler, solvent cement, pig led if required shall be supplied by the department) |
| 5 | Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge.i) 90 mm dia. |
| 6 | ii) 110 mm dia. |
| 7 | iii) 140 mm dia. |
| 8 | Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge.i) 90 mm dia. |
| 9 | ii) 110 mm dia. |
| 10 | iii) 140 mm dia. |
| 11 | Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in -charge.i) 100 mm dia |
| 12 | ii) 150 mm dia |
| 13 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter – 2 of CPWD specification and direction of the Engineer-in-charge.C. For UPVC pipes in old worka. In all kinds of soil. i) For pipes not exceeding 90 mm dia |
| 14 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 15 | D. For G.I. / C.I. / D.I. pipes in old worka. In all kinds of soil. ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 16 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.A. Class -3 (working pressure 6.00 kg/cm2)i) 40 mm OD |
| 17 | ii) 50 mm OD |
| 18 | iii) 90 mm OD |
| 19 | iv) 110 mm OD |
| 20 | v) 140 mm OD |
| 21 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.i. 100 mm dia Ductile Iron Class K-7 pipes. |
| 22 | iii. 150 mm dia Ductile Iron Class K-7 pipes. |
| 23 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per specification and direction of the Engineer - in - charge.i) 100 mm dia |
| 24 | iii) 150 mm dia. |
| 25 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.i) 80 mm dia. A. PN - 1.6 |
| 26 | ii) 100 mm dia. A. PN-1.6 |
| 27 | iii) 125 mm dia. A. PN - 1.6 |
| 28 | iv) 150 mm dia. A. PN-1.6 |
| 29 | v) 200 mm dia. A. PN - 1.6 |
| 30 | vi) 250 mm dia. A. PN - 1.6 |
| 31 | vii) 300 mm dia. A. PN - 1.6 |
| 32 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.A. D.I. all socketted Bend 90 degreei) 100 mm dia |
| 33 | ii) 150 mm dia. |
| 34 | B. D.I. all socketted Bend 45 degreei) 100 mm dia. |
| 35 | ii) 150 mm dia. |
| 36 | C. D.I. all socketted teei) 100 x 100 x 100 mm dia. |
| 37 | ii) 150 x 150 x 100 mm dia. |
| 38 | iii) 150 x 150 x 150 mm dia. |
| 39 | E.D.I.Collar flanged sockettedi) 150 mm dia. |
| 40 | E. D.I. Double Socketted tapperi) 150 x 125/100 mm dia |
| 41 | F. D.I. Flanged Socketted tail piecei) 100 mm dia |
| 42 | iii) 150 mm dia. |
| 43 | G. D.I. Flanged Spigotted tail piecei) 100 mm dia |
| 44 | iii) 150 mm dia. |
| 45 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 (Part-8/9/10/11/12/13) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of Engineer in charge.i) 90 mm dia. |
| 46 | ii) 110 mm dia |
| 47 | iii) 140 mm dia |
| 48 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i) 90 mm dia. |
| 49 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS: 10124 (Part-5) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.i) 90 x 90 mm dia |
| 50 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i) 90 mm dia. |
| 51 | ii) 110 mm dia. |
| 52 | iii) 140 mm dia. |
| 53 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS: 10124 (Part-3) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.i) 110 x 90 mm dia |
| 54 | Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in charge.i) 90 mm dia. |
| 55 | ii) 110 mm dia. |
| 56 | iii) 140 mm dia. |
| 57 | Providing lead caulked joints to spun iron or CI pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer-in-chargei) 100 mm dia. |
| 58 | ii) 150 mm dia. |
| 59 | Constructing masonry chamber 90x90x100 Cm, Inside with brick work in cement mortar 1:4(1 cement : 4 fine sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4(1 cement : 2 find sand :4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement :5 find sand :10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 Cement :3 find sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer-in-charge.(A) With 1st Class Brick |
| 60 | Providing and Supplying of pig lead conforming to IS : 27 at site of work as per CPWD specification and direction of the Engineer - in - charge. |
| 61 | Charges for cutting D.I pipe with mechanical cutter as per CPWD specification and direction of the Engineer-in-charge.i) 100 mm dia. |
| 62 | ii) 150 mm dia. |
| 63 | Providing and fixing brass ferrule with C.I cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge i) 10 mm dia. nominal bore |
| 64 | Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Eng-in-charge .i) By manual means |
| 65 | Cutting of bituminous road (30cm. average depth) taking good he same i/c. supply of extra quantities of average blinding materials and bitumen required A. Brick (jhama) aggregate |
| 66 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.i) 90 mm dia with 15 mm dia opening |
| 67 | ii) 110 mm dia with 15 mm dia opening |
| 68 | iii) 140 mm dia with 15 mm dia opening |
| 69 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.i. 15 mm dia PVC /plastic bib cock |
| 70 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge i) 15 mm dia 75 mm long. |
| 71 | ii) 20 mm dia 75 mm long. |
| 72 | iii) 25 mm dia 150 mm long |
| 73 | Providing and fixing G.I. Union as per CPWD specification and direction of the Engineering-in-charge.i) 15 mm dia |
| 74 | ii) 20 mm dia |
| 75 | iii) 25 mm dia. |
| 76 | iv) 40 mm dia |
| 77 | Providing and fixing G.I. sockets as per CPWD specification and direction of the Engineer-in-charge.i) 15 mm dia |
| 78 | iI) 20 mm dia |
| 79 | iii) 25 mm dia. |
| 80 | iv) 40 mm dia |
| 81 | Providing and fixing G.I bend / elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineering-in-charge.i) 15 mm dia |
| 82 | ii) 20 mm dia |
| 83 | iii) 25 mm dia |
| 84 | iv) 40 mm dia |
| 85 | v) 65 mm dia |
| 86 | vi) 80 mm dia |
| 87 | vii) 100 mm dia |
| 88 | viii) 150 mm dia |
| 89 | Providing and laying of flexible PVC pipe ( confirming to IS:7634) complete as per specification and direction of the Engineer in charge ( Cost of earth work and fittings will be paid separately)i) 15 mm dia |
| 90 | ii) 20 mm dia |
| 91 | iii) 25 mm dia |
| 92 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia |
| 93 | ii) 20 mm dia |
| 94 | iii) 25 mm dia |
| 95 | iv) 40 mm dia |
| 96 | Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with GI fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-chargeA. External work.i) 15 mm dia. nominal bore |
| 97 | ii) 20 mm dia. nominal bore |
| 98 | iii) 40 mm dia. nominal bore |
| 99 | iv) 65 mm dia. nominal bore |
| 100 | v) 80 mm dia. nominal bore |
| 101 | vi) 150 mm dia. nominal bore |
| 102 | Charges for fixing brass ferrule with C.I. mouth cover including boring and tapping the main, ( excluding the cost of ferrule ) complete as per CPWD specification and direction of the Engineer - in - charge.i) 10 mm dia. nominal bore |
| 103 | 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 upto 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 |
| 104 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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