Tender For Running Maintenance Of Rws Scheme Under I R.D. Block During The Year 2025-26 /Sh:-Maintenance, Repairing Of Pvc Pipe Including Extention Of Upvc Pipeline And Reconstruction Of Masonry Chamber Etc. At Different Dtw Schemes Under Dws Sub-Div
Tender Value
11.01 Lakhs
Estimated cost
Bid Submission
07 Aug 2026
6 days left
EMD
22028
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gomati → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Running Maintenance Of Rws Scheme Under I R.D. Block During The Year 2025-26 /Sh:-Maintenance, Repairing Of Pvc Pipe Including Extention Of Upvc Pipeline And Reconstruction Of Masonry Chamber Etc. At Different Dtw Schemes Under Dws Sub-Divsion , I.
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-in-charge. i) 90 mm dia OD |
| 2 | ii) 110 mm dia OD |
| 3 | iii) 140 mm dia OD |
| 4 | Excavation trenches of required width for pipes , cables, etc. in/c. excavation for sockets , dressing of sides where required , ramming of bottoms , depth upto 1500 mm in/c. getting out the excavated soil and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c. cosolidating of surplus excavated soil with all required leads as per chapter -2 of CPWD specification and direction of the Er. -in -Charge. A) For UPVC pipe in new work. a. In all kinds of soil. i) For pipes not exceeding 90 mm dia |
| 5 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia. |
| 6 | 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 6.0 kg / cm2). i) 40 mm dia OD |
| 7 | ii) 90 mm dia OD |
| 8 | ii) 110 mm dia OD |
| 9 | Charge for dismantling PVC/HDPE pipe after necessary excavation of earth in/c washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming , watering, etc. complete as per specification and direction of the Er. -in -Charge. i) 90 mm dia OD |
| 10 | ii) 110 mm dia OD |
| 11 | iii) 140 mm dia OD |
| 12 | 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 the Engineer - in - charge. i) 90 mm dia |
| 13 | ii) 110 mm dia |
| 14 | iii) 140 mm dia |
| 15 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 x 90 mm dia |
| 16 | ii) 110 x 110 mm dia |
| 17 | iii) 140 x 140 mm dia |
| 18 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia |
| 19 | ii) 110 mm dia |
| 20 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia |
| 21 | ii) 110 mm dia |
| 22 | iii) 140 mm dia |
| 23 | 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 specification and direction of the Engineer - in - charge. i) 110 x 90 mm dia |
| 24 | ii) 140 x 110 mm dia |
| 25 | iii) 140 x 90 mm dia |
| 26 | Providing and laying of flexible PVC Pipe (conforming to IS:7634) complete as per specification and direction of the Engineer-in-charge.(Cost of fittings will be paid separately.) i) 15 mm dia |
| 27 | ii) 25 mm dia |
| 28 | Providing and fitting fixing GI union joint as per CPWD specification and direction of the Engineer-In-Charge. i) 15 mm dia |
| 29 | ii) 25 mm dia |
| 30 | ii) 40 mm dia |
| 31 | Providing and fitting fixing GI socket as per CPWD specification and direction of the Engineer-In-Charge. i) 15 mm dia. |
| 32 | ii) 25mm dia. |
| 33 | iii) 40mm dia. |
| 34 | Providing and fitting fixing GI Bend/ elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-In-Charge. (i) 15 mm dia. |
| 35 | ii) 25mm dia. |
| 36 | iii) 40mm dia. |
| 37 | Providing & fixing G.I. Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. a) 15x15x15mm dia. |
| 38 | b) 25 x 25 x 25mm dia. |
| 39 | c) 40 x 40 x 40mm dia. |
| 40 | Providing, fixing and laying fabricated UPVC socket/ coupler conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per specification and direction of the Engineer - in - charge. i) 90 mm dia. |
| 41 | ii) 110 mm dia |
| 42 | iii) 140 mm dia |
| 43 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia. A. PN - 1.6 |
| 44 | ii) 100 mm dia. A. PN - 1.6 |
| 45 | iii) 125 mm dia. A. PN - 1.6 |
| 46 | iv) 150 mm dia. A. PN - 1.6 |
| 47 | Constructing masonry Chamber 90 x 90 x 100 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 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine 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 2nd class bricks. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender