Tender For Operation & maintenance Under Dws Sub-Division Teliamura During The Year 2026-27/Sh. Repairing Of Existing Pipe Line, maintenance Of Street Hydrant, S/Valve Etc. With Other Allied Works Of Dtw And Sbdtw At Tuichindrai Coloney, Kuisher Tila
Tender Value
9.68 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
0 days left
EMD
19364
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khowai → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Operation & maintenance Under Dws Sub-Division Teliamura During The Year 2026-27/Sh. Repairing Of Existing Pipe Line, maintenance Of Street Hydrant, S/Valve Etc. With Other Allied Works Of Dtw And Sbdtw At Tuichindrai Coloney, Kuisher Tila & Hawaibari Under The Jurisdiction Of Dws Sub-Division Teliamura Under Teliamura R.D.Block.
BOQ
| Sl. No. | Item Description |
| 1 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200) 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) In all kinds of soil |
| 2 | i) For pipes not exceeding 90 mm dia |
| 3 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 4 | 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) |
| 5 | i) 40 mm OD |
| 6 | v) 90 mm OD |
| 7 | vi) 110 mm OD |
| 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. |
| 9 | i) 90 mm dia |
| 10 | 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. |
| 11 | i) 90 mm OD |
| 12 | ii) 110 mm OD |
| 13 | iii) 140 mm OD |
| 14 | Charges for making hole by drilling and making thread by thread bit in the C.I. / D.I. pipe as per specification & direction of the Engineer-in-charge. |
| 15 | iii) 15 mm dia nominal bore. |
| 16 | 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 Engineer-in-charge. |
| 17 | B) by manual means |
| 18 | Labour for removal of deposited iron forign materials etc. from existing PVC pipe line by cgain lead pully system attached with required dia of cutting relaying and jointing of pipes by making PVC coupler and solvent cement and refilling of earth etc. complete as per direction of the Engineer-in-charge. (Pin poit for cutting of PVC pipe line will be as per direction of the Engineer-in-charge and as per actual site condition and necessary pipe line for making coupler and solvent cement will be issued by the department at free of cost. |
| 19 | a) 140 mm dia to 90 mm dia. |
| 20 | 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 the direction of the Engineer-in-charge. |
| 21 | i) 90 mm dia |
| 22 | ii) 110 mm dia |
| 23 | iii) 140 mm dia |
| 24 | 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 the direction of the Engineer-in-charge. |
| 25 | v) 90 mm dia |
| 26 | vi) 110 mm dia |
| 27 | vii) 140 mm dia |
| 28 | 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. |
| 29 | i) 15 mm dia PVC / plastic bib cock |
| 30 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. |
| 31 | i) 15 mm dia |
| 32 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. |
| 33 | i) 15 mm dia |
| 34 | 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. |
| 35 | i) 15 mm dia |
| 36 | ix) 100 mm dia |
| 37 | x) 125 mm dia |
| 38 | Providing and fixing G.I. Unequal Tee with the pipe lineincluding testing of joints complete as per CPWD specificationand direction of the Engineer - in - charge. |
| 39 | vii. 40 x 40 x 15 mm dia |
| 40 | xxviii. 100 x 100 x 80 mm dia |
| 41 | xxxi. 150 x 150 x 80 mm dia |
| 42 | xxxii. 150 x 150 x 100 mm dia |
| 43 | Providing and fixing G.I. Reducer with the pipe line includingtesting of joints complete as per CPWD specification anddirection of the Engineer - in - charge. |
| 44 | xxxiii. 125 x 100 mm dia |
| 45 | xxxiv. 150 x 80 mm dia |
| 46 | xxxv. 150 x 100 mm dia |
| 47 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge. |
| 48 | ii) 15 mm dia 150 mm long |
| 49 | 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. |
| 50 | ii) 15 mm nominal bore |
| 51 | Providing and laying of flexible PVC pipe (conforming to IS: 7634) complete as per direction of the Engineer-in-charge (cost of earth work and fittings will be paid separately). |
| 52 | i) 15 mm dia |
| 53 | Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.A. External work. |
| 54 | i) 15 mm dia nominal bore |
| 55 | v) 40 mm dia nominal bore |
| 56 | 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. |
| 57 | iii) 80 mm dia (PN - 1.6) |
| 58 | iv) 100 mm dia (PN - 1.6) |
| 59 | vi) 150 mm dia (PN - 1.6) |
| 60 | Providing and fitting fixing spindles for sluice valve of approved quality as per direction of the Engineer-in-charge. |
| 61 | i) 100 mm dia. |
| 62 | iii) 150 mm dia. |
| 63 | Providing, fixing and laying fabricated UPVC end capconforming to IS : 10124 ( Part 4 ) with solvent cementconforming to IS : 14182 including testing of joints completeas per CPWD specification and direction of the Engineer - in -charge. |
| 64 | i. 40 mm dia |
| 65 | v. 90 mm dia |
| 66 | 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. |
| 67 | i. 40 x 40 mm dia |
| 68 | iii. 63 x 63 mm dia |
| 69 | v. 90 x 90 mm dia |
| 70 | vi. 110 x 110 mm dia |
| 71 | Providing, fixing and laying fabricated UPVC straight reducerconforming to IS : 10124 ( Part 3 ) with solvent cementconforming to IS : 14182 including testing of joints completeas per CPWD specification and direction of the Engineer - in -charge. |
| 72 | v. 110 x 90 mm dia |
| 73 | vi. 140 x 110 mm dia |
| 74 | vii. 140 x 90 mm dia |
| 75 | Providing and fixing DI specials as per CPWD specificationand direction of the Engineer - in - charge. A. D.I. all socketted Bend 90 degree |
| 76 | iii. 150 mm dia |
| 77 | F. D.I. all socketted teevi. 150 x 150 x 150 mm dia |
| 78 | I. D.I. Double Socketted tapperi. 100 x 80 mm dia |
| 79 | iv. 150 x 80 mm dia |
| 80 | v. 150 x 125/100 mm dia |
| 81 | J. D.I. Flanged Socketted tail piecei. 80 mm dia |
| 82 | ii. 100 mm dia |
| 83 | iv. 150 mm dia |
| 84 | K. D.I. Flanged Spigotted tail piecei. 80 mm dia |
| 85 | ii. 100 mm dia |
| 86 | iv. 150 mm dia 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.
CompletedOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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