Housing Urban and Rular Development Government Departments Closing in 4 days TDR #57897704

Tender For Running maintenance Of Water Supply Schemes Under Dws Division, Kumarghat During The Year 2026-27/Sh:- Maintenance Of Pipeline Including, Replacement Of Valves, Maintenance Of Household Tap Connections Within Zone-2 Of Chandipur Rd Block U

Issued by Government Departments · Unakoti, Tripura
Tender Value
9.43 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
4 days left
EMD
18869
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Unakoti → Tripura
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Running maintenance Of Water Supply Schemes Under Dws Division, Kumarghat During The Year 2026-27/Sh:- Maintenance Of Pipeline Including, Replacement Of Valves, Maintenance Of Household Tap Connections Within Zone-2 Of Chandipur Rd Block Under Dws Sub-Division, Kailahahar

BOQ

Name of Work:- Running mtc. of water supply schemes under DWS Division, Kumarghat during the year 2026-27/SH:- Maintenance of pipeline including, replacement of valves, maintenance of household tap connections within Zone-2 of Chandipur RD Block under DWS Sub-Division, Kailahahar
Sl. No. Item Description
1Charges 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 OD
2ii) 110 mm OD
3iii) 140 mm OD
4Excavating 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 -A) For UPVC pipes in new worka. In all kinds of soili) For pipes not exceeding 90 mm dia
5ii) For pipes exceeding 90 mm dia but notexceeding 300 mm dia
6Providing, 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 paidseparately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2)i) 40 mm OD
7ii) 90 mm OD
8iii) 110 mm OD
9iv) 140 mm OD
10Providing, fixing and laying fabricated UPVC bend ofrequired 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
11ii) 110 mm dia
12iII) 140 mm dia
13Providing, fixing and laying fabricated UPVC end capconforming 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) 40 mm dia
14ii) 90 mm dia
15Providing, fixing and laying fabricated UPVC equal teeconforming 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
16ii) 110 x 110 mm dia
17iii) 140 x 140 mm dia
18Providing, 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
19ii) 140 x 110 mm dia
20iii) 140 x 90 mm dia
21Providing, fixing and laying flanged fabricated UPVCtailpiece conforming to IS : 10124 ( Part 6 ) with G.I. flange (8 mm thick ) with solvent cement conforming to IS - 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - chargei) 90 mm dia
22iI) 110 mm dia
23iii) 140 mm dia
24Providing and fixing G.I. pipes medim 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.i) 40 mm dia. nominal bore
25ii) 100 mm dia. nominal bore
26iii) 150 mm dia. nominal bore
27Providing 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) 15 mm nominal bore
28Providing 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
29ii) 100 mm dia PN 1.6
30iii) 125 mm dia PN 1.6
31iv) 150 mm dia PN 1.6
32v) 200 mm dia PN 1.6
33vi) 250 mm dia PN 1.6
34Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.K) D.I. Flanged Spigotted tail piecei) 100 mm dia
35ii) 150 mm dia
36iii) 200 mm dia
37iv) 250 mm dia
38J) D.I. Flanged Socketted tail piecei) 100 mm dia
39ii) 150 mm dia
40iii) 200 mm dia
41iv) 250 mm dia
42Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in -charge.i)15 mm dia 75 mm long
43Providing and fixing G.I. Full way valve as per CPWDspecification and direction of the Engineer - in - charge.i) 40 mm dia
44Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.i) 40 mm dia with 15 mm dia opening
45ii) 90 mm dia with 15 mm dia opening
46iii) 110 mm dia with 15 mm dia opening
47iv) 140 mm dia with 15 mm dia opening
48Providing, 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
49ii) 110 mm dia
50iii) 140 mm dia
51Providing and fixing G.I. Bend /elbow in the pipe lineincluding testing of joints complete as per CPWDspecification and direction of the Engineer - in - charge.i) 15 mm dia
52ii) 40 mm dia
53iii) 80 mm dia
54iv) 100 mm dia
55Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia
56Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia
57Providing & fitting fixing of G.I. flange ( 10 mm wallthickness ) by welding with G.I. / MS pipe and placingposition as per specification and the direction of the Engineer-i) 80 mm dia
58ii) 100 mm dia
59Making 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.B. By manual means
60Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification & direction of the Engineer-in-charge.ii) 15 mm dia nominal bore
61Providing 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 willbe paid separately).i) 15 mm dia
62ii) 20 mm dia
63Cleaning & 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)
64Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :A. With Second Class bric Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57897704
AUTHORITY Government Departments
TENDER VALUE 9.43 Lakhs
LAST DATE 12-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Running maintenance Of Water Supply Schemes Under Dws Division, Kumarghat During The Year 2026-27/Sh:- Maintenance Of Pipeline Including, Replacement Of Valves, Maintenance Of Household Tap Connections Within Zone-2 Of Chandipur Rd Block Under Dws Sub-Division, Kailahahar
Basic Detail
Tender No DNIeT No_39/EE/DWS/KD/2026-27
Bidding Type Tender
Location
City Unakoti
State Tripura
Key Dates
Publish Date 06 Oct 2026
Submission Date 12 Oct 2026
Open Date 12 Oct 2026
Finance
Tender Value 9.43 Lakhs
Tender Fee 1000
EMD 18869
Exemption Not Available
Document List
4e2d7d57-ab50-40b1-bbc0-1bbb67844dfa.html
BOQ_78872.xls
DNIeT39.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Oct 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

4e2d7d57-ab50-40b1-bbc0-1bbb67844dfa.html

xls

BOQ_78872.xls

pdf

DNIeT39.pdf

pdf

Tendernotice_1.pdf

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