Tender For Fdr/Urgent Repairing Of Existing Damaged Pipeline Of Dtw/Gwr Scheme Within The Jurisdiction Of Hezamara R.D Block Under Pwd(Dws), Hezamara Sub-Division During The Year 2026-27.
Tender Value
4.85 Lakhs
Estimated cost
Bid Submission
10 Jul 2026
0 days left
EMD
9717
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 Fdr/Urgent Repairing Of Existing Damaged Pipeline Of Dtw/Gwr Scheme Within The Jurisdiction Of Hezamara R.D Block Under Pwd(Dws), Hezamara Sub-Division During The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Excavating trenches of required width for pipes, cables etc. in/c exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500mm (slope-1 in 200) in/c getting out the excavated soil & backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. & disposing of surplus excavated soil with all required leads as per Chapter-2 of CPWD specification & direction of the Eng-in-charge. |
| 2 | A. For UPVC pipes in new work |
| 3 | a) In all kinds of soil |
| 4 | i. For pipes not exceeding 90 mm dia |
| 5 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 6 | B. For G.I. / C.I. / D.I. pipes in new work |
| 7 | i. For pipes not exceeding 90 mm dia |
| 8 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 9 | Providing and fixing G.I.pipes medium class as per IS:1239 with lates tamendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of theEngineer - in - charge. |
| 10 | i. 15 mm dia. nominal bore |
| 11 | ii. 40 mm dia. nominal bore |
| 12 | iii. 80 mm dia. nominal bore |
| 13 | 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 Eng-in-charge. A. Class - 3 ( working pressure 6.0 kg / cm2) |
| 14 | i. 40 mm OD |
| 15 | ii. 50 mm OD |
| 16 | iii. 90 mm OD |
| 17 | iv. 110 mm OD |
| 18 | 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 Eng-in-charge. |
| 19 | i. 40 mm dia |
| 20 | ii. 50 mm dia |
| 21 | iii. 90 mm dia |
| 22 | iv. 110 mm dia |
| 23 | Providing, fixing & laying fabricated UPVC end cap conforming to IS:10124 (Part 4) with solvent cement conforming to IS:14182 in/c testing of joints complete as per CPWD specification & direction of the Eng-in-charge |
| 24 | i. 40 mm dia |
| 25 | 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 Eng-in-charge |
| 26 | i. 40 x 40 mm dia |
| 27 | ii. 50 x 50 mm dia |
| 28 | iii. 90 x 90 mm dia |
| 29 | iv. 110 x 110 mm dia |
| 30 | 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 Eng-in-charge. |
| 31 | i. 50 x 40 mm dia |
| 32 | ii. 90 x 75 mm dia |
| 33 | iii. 110 x 90 mm dia |
| 34 | 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 Eng-in-charge. |
| 35 | i. 110 mm dia |
| 36 | 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. |
| 37 | i. 15 mm nominal bore |
| 38 | 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 Eng-in-charge.A. P.N-1.0 |
| 39 | i. 100mm dia |
| 40 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Eng-in-charge. |
| 41 | i. 15mm dia 150mm long |
| 42 | Providing & fitting, fixing PVC/Plastic Bib Cock conforming to IS:9763 in hydrant point at different location as per specification and direction of the Engg-in-charge. |
| 43 | i) 15 mm dia PVC/Plastic Bib Cock . |
| 44 | Providing & fixing G.I Bend /elbow in the pipe line in/c testing of joints complete as per CPWD specification & direction of the Eng-in-charge. |
| 45 | i. 15mm dia |
| 46 | Providing & fixing G.I socket as per CPWD specification & direction of the Eng-in-charge. |
| 47 | i. 15mm dia |
| 48 | Providing & fixing G.I union as per CPWD specification & direction of the Eng-in-charge. |
| 49 | i. 15mm dia |
| 50 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. |
| 51 | i. 40 mm dia with 15 mm dia opening |
| 52 | 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. |
| 53 | i. by manual means |
| 54 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). |
| 55 | First class brick work in foundation and plinthincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 56 | 15 mm cement plaster on the rough side of single or halfbrick wall of mix:Cement mortar 1:6 (1 cement : 6 fine sand) |
| 57 | Providing of Sal/ Nahar/ Nageswar piles dressed to heart wood and making shoes with end tappered upto 750 mm from the bottom of the pile, marking of length with chiselin metre and part of a metre run from the bottom of the piles, applying coal tar after verification and approval of the piles and stacking at the work site as per Specification. ii. 200 mm dia to 250 mm dia piles |
| 58 | Handling and driving of Sal / Nahar / Nageswar piles with3/4th to 1.0 ton monkey upto refusal as per Specification.ii. 200 mm dia to 250 mm dia piles |
| 59 | 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. |
| 60 | i. 90 mm OD |
| 61 | ii. 110 mm OD Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender Documents
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