Tender For Uws Schemes In North Tripura District During The Year 2026-27/ Sh:- Extension / Remodelling Of Pvc/Di Of Pipeline From Curcuit House To Dharmapur Sb School Other Allied Work Under Dharmanagar Municipal Council Area.(Group-Ii)
Tender Value
24.22 Lakhs
Estimated cost
Bid Submission
18 Jul 2026
1 days left
EMD
48452
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 Uws Schemes In North Tripura District During The Year 2026-27/ Sh:- Extension / Remodelling Of Pvc/Di Of Pipeline From Curcuit House To Dharmapur Sb School Other Allied Work Under Dharmanagar Municipal Council Area.(Group-Ii)
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 | B). For G.I. / C.I. / D.I. pipes in new work a). In all kinds of soilii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 5 | 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) |
| 6 | i) 90 mm OD |
| 7 | ii) 110 mm OD |
| 8 | iii) 140 mm OD |
| 9 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. |
| 10 | i) 125 mm dia |
| 11 | ii) 150 mm dia |
| 12 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. |
| 13 | 125 mm dia |
| 14 | 150 mm dia |
| 15 | Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 16 | iv. 125 mm dia |
| 17 | iv. 150 mm dia |
| 18 | Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.i Upto 300 mm dia. |
| 19 | 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 Engineer - in - charge. |
| 20 | iii. 125 mm dia. A. PN - 1.6 |
| 21 | iii. 150 mm dia. A. PN - 1.6 |
| 22 | 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. |
| 23 | ii). 90 x 90 mm dia |
| 24 | ii). 110 x110 mm dia |
| 25 | ii). 140 x 140 mm dia |
| 26 | 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. |
| 27 | ii) 90 mm dia |
| 28 | ii). 110 mm dia |
| 29 | ii). 140 mm dia |
| 30 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 31 | i). 90 mm dia |
| 32 | ii).110 mm dia |
| 33 | i). 140 mm dia |
| 34 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 35 | i). 110 x 90 mm dia |
| 36 | i). 140 x 110 mm dia |
| 37 | i). 140 x 90 mm dia |
| 38 | Providing, fixing and laying flanged fabricated UPVC tailpiece 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 39 | ii). 110 mm dia |
| 40 | i). 140 mm dia |
| 41 | Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) ... : 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. |
| 42 | Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.ii) 15 mm nominal bore |
| 43 | 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.i). 15 mm dia PVC /plastic bib cock |
| 44 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings willa) 15mm dia (ID) |
| 45 | Providing and fixing G.I. pipes of 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 chapter 20 of CPWD specification and direction of the Engineer- in - charge.A). External work. |
| 46 | iii) 25 mm dia. nominal bore |
| 47 | iv) 40 mm dia. nominal bore |
| 48 | 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.i). 15 mm dia |
| 49 | Providing and fixing G.I. Fullway valve in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 50 | i. 15 mm dia |
| 51 | ii. 20mm dia |
| 52 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.i. 15 mm dia |
| 53 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.ii. 15 mm dia 150 mm long |
| 54 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. |
| 55 | v. 90 mm dia with 15 mm dia opening |
| 56 | vi. 110 mm dia with 15 mm dia opening |
| 57 | vii. 140 mm dia with 15 mm dia opening |
| 58 | Sand Filling in foundation trenches as per drawing &MoRT&H technical specification clause 304. |
| 59 | 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. B.by manual means |
| 60 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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