Tender For Maintenance Of Pipeline Within The Jurisdiction Of D.W.S. Division Agartala-I During The Year 2026-27 / Sh: Repair, Mntc., Block Washing Of Different Dia.Pvc, Hdpe, Ci, Di Pipeline & Providing And Fixing Of Sluice Valve At Different Water
Tender Value
24.26 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
5 days left
EMD
48526
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintenance Of Pipeline Within The Jurisdiction Of D.W.S. Division Agartala-I During The Year 2026-27 / Sh: Repair, Mntc., Block Washing Of Different Dia.Pvc, Hdpe, Ci, Di Pipeline & Providing And Fixing Of Sluice Valve At Different Water Supply Schemes In/C Bordowali Wtp Within The Jurisdiction Of annual maintenance contract South Zone Under Dws Sub-Division No.-Ii, Agartala(Section- I). Job No. Tr 11/Ce/Tjb/2026-2027(2Nd Call)
BOQ
| Sl. No. | Item Description |
| 1 | Repairing of leakage caused for damage of lead joint for C.I. pipes, C.I. specials including excavation of earth as required up to 1.80m depth cutting of bituminous road / W.B.M. road (up to three or more layer). by 30 cm average depth / soling road including de-watering , side protection and making good the same with existing materials etc. complete in all respect as per direction of the Engineer –in-charge. |
| 2 | a)100 mm dia |
| 3 | b)150 mm dia |
| 4 | c) 200 mm dia |
| 5 | 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. |
| 6 | a)90 mm OD |
| 7 | b)110 mm OD |
| 8 | c)140 mm OD |
| 9 | 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. |
| 10 | a)90 mm dia |
| 11 | b)110 mm dia |
| 12 | c)140 mm dia |
| 13 | 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. |
| 14 | a) 90x 90 mm dia |
| 15 | b)110 x 110 mm dia |
| 16 | c)140 x 140 mm dia |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or10sqm on plan) including dressing of sides and ramming of bottoms, lift upto1.5 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 |
| 18 | Removal of blockage from the existing distribution pipe line of all diameter as well as washing by inserting steel cutter fabricated from steel bucket of required size fitted with 40 mm dia PVC coil pipe up to the length of 60 mtr. by cutting and relaying of pipe at any depth including necessary dewatering whenever required etc. complete as per direction of the Engineer –in-charge.(Bituminous road cutting, excavation earth and refilling the same, sand filling specials in/c lead joints will be paid separately) |
| 19 | i) For DI/CI pipe |
| 20 | Removal of blockage from existing distribution PVC pipe line of different diameter (90 MM to 140 MM) by using coil pipe with necessary earth excavation after every 30.00 Mtr. interval at any depth in/c. necessary de-watering whenever required & re filling of the same after joining of the PVC pipe with necessary coupler/socket, solvent cement, etc. complete as per direction of the Engineer-In-Charge (T&P to be arranged by the agency at his own cost & risk). |
| 21 | Charges for laying in position S & S or flanged C.I. special such tees, bends, collars, tapers and caps etc.( excluding cost of specials ) complete as per CPWD specification and direction of the Engineer - in - charge. |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:2: 4 ( 1 Cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size) |
| 23 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil 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. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.A. For UPVC pipes in new worka) All kinds of soil . |
| 24 | i) For pipes not exceeding 90 mm dia |
| 25 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 26 | Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete (excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and 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) |
| 27 | a)90 mm OD |
| 28 | b)110 mm OD |
| 29 | c)140 mm OD |
| 30 | Making road crossing boring for smooth laying of UPVC/CI/DI/RI pipes etc. of required dia complete as per specification and direction of the Engineer-in-charge.A) by manual means. |
| 31 | Providing and laying flexible PVC Pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge. with necessary fittings (cost of earth work and fitting will be paid separately) |
| 32 | a)15 mm dia |
| 33 | b) 25 mm dia |
| 34 | c) 32 mm dia |
| 35 | 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. |
| 36 | a)10 mm nominal bore |
| 37 | b)15 mm nominal bore |
| 38 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 39 | i) 15 mm dia |
| 40 | Providing and fixing G.I. Socket as per CPWD specification and direction of the Engineer - in - charge. |
| 41 | i) 15 mm dia |
| 42 | Providing and fixing G.I. Union as per CPWD specification and direction of the Engineer - in - charge. |
| 43 | i) 15 mm dia |
| 44 | Providing and fixing C. I. Bib cock ( long handle ) as per chapter 20 of CPWD specification and direction of the Engineer - in -charge. |
| 45 | i) 15 mm dia |
| 46 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. |
| 47 | a) 15 mm dia 75 mm long. |
| 48 | b) 15 mm dia 150 mm long. |
| 49 | c) 25 mm dia 75 mm long. |
| 50 | d)25 mm dia 150 mm long. |
| 51 | Charges for 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. |
| 52 | a)80 mm dia , PN-1.6 |
| 53 | b)100 mm dia ,PN-1.6 |
| 54 | d)150 mm dia,PN-1.6 |
| 55 | e) 200 mm dia, PN-1.6 |
| 56 | Providing and fixing C.I. sluice valves with cap complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paidseparately) as per CPWD specification and direction of the Engineer - in - charge. |
| 57 | a)80 mm dia , PN-1.6 |
| 58 | b)100 mm dia ,PN-1.6 |
| 59 | c)150 mm dia,PN-1.6 |
| 60 | Providing and laying D.I. specials of class K - 12 suitable for mechanical jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. |
| 61 | i. Upto 300 mm dia |
| 62 | 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. |
| 63 | a)90 mm dia |
| 64 | b)110 mm dia |
| 65 | c)140 mm dia |
| 66 | Providing, fixing and laying fabricated UPVC end cap conforming toIS : 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 |
| 67 | a)90 mm dia |
| 68 | b)110 mm dia |
| 69 | Cutting bituminous road /jhama brick aggregate road/stone chips road etc. as per required depth and making good the same with existing materials ( earth work of excavation to be paid separately) as per direction of the Engineer- in - charge. |
| 70 | Providing and fixing MS bolts including nuts and washers complete as per standard design: Upto 300mm length |
| 71 | Demolishing of existing C.C. Road /Pavement (manually) for repairing of leakage/pipe line Blockages in/c. re-filling the same with available materials complete as per direction of Engineer-In-Charge. |
| 72 | Sand filling in foundation trenches as per drawing & MoRT&H technical specification clause 304. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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