Tender For Extension And Remodeling Of Different Dia Di/Pvc/Hdpe Pipelines Within The Jurisdiction Of Dws Divn-I, Agartala During The Year 2026-27/Sh: Dismantling, Relaying & Extension Of Pipeline In/C Providing & Fitting Fixing Of Pvc Fittings /Ci S
Tender Value
1 Crore
Estimated cost
Bid Submission
19 Nov 2026
13 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
4000
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 Extension And Remodeling Of Different Dia Di/Pvc/Hdpe Pipelines Within The Jurisdiction Of Dws Divn-I, Agartala During The Year 2026-27/Sh: Dismantling, Relaying & Extension Of Pipeline In/C Providing & Fitting Fixing Of Pvc Fittings /Ci Specials And Some Other Allied Works In Different annual maintenance contract Wards Of North Zone Under The Jurisdiction Of Dws Sub-Divn No-Iii, Kunjaban, Agartala. Job No. Tr 27/Ce/Tjb/2026-2027
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | B)For G.I. / C.I. / D.I. pipes in new work |
| 3 | i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 4 | A)For UPVC pipes in new work a) In all kinds of soil |
| 5 | i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 6 | ii) For pipes not exceeding 90 mm dia |
| 7 | Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge, |
| 8 | ii) 100 mm dia |
| 9 | iv) 150 mm dia |
| 10 | v) 200 mm dia |
| 11 | vi) 250 mm dia |
| 12 | Charges for 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. |
| 13 | ii) 100 mm dia |
| 14 | iv) 150 mm dia |
| 15 | v) 200 mm dia |
| 16 | vi) 250 mm dia |
| 17 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. |
| 18 | a) D.I. Flanged Socketted tail piece |
| 19 | i) 250 mm dia |
| 20 | ii) 200 mm dia |
| 21 | iii) 150 mm dia |
| 22 | iv) 100 mm dia |
| 23 | b) D.I. Flanged Spigotted tail piece |
| 24 | i) 250 mm dia |
| 25 | ii) 200 mm dia |
| 26 | iii) 150 mm dia |
| 27 | iv) 100 mm dia |
| 28 | C) D.I. Collar Flanged socketted |
| 29 | i) 250 mm dia |
| 30 | iv) 150 mm dia |
| 31 | v) 200 mm dia |
| 32 | vi) 250 mm dia |
| 33 | D) D.I all Socketted Bend 90 degree |
| 34 | ii) 100 mm dia |
| 35 | iii) 150 mm dia |
| 36 | iv) 200 mm dia |
| 37 | v) 250 mm dia |
| 38 | D) D.I all Socketted Bend 45 degree |
| 39 | ii) 100 mm dia |
| 40 | iii) 150 mm dia |
| 41 | v) 200 mm dia |
| 42 | E) D.I all Socketted tee |
| 43 | vi) 150x150x100 mm dia |
| 44 | x) 200x200x150 mm dia |
| 45 | 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 byramming, watering etc. complete as per specification &direction of the Engineer-in-charge. |
| 46 | i) 90 mm dia |
| 47 | ii) 110 mm dia |
| 48 | iii) 140 mm dia |
| 49 | Providing and laying S & S Centrifugally Cast ( Spun ) DuctileIron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. |
| 50 | ii) 100 mm dia Ductile Iron Class K-7 pipes. |
| 51 | iv) 150 mm dia Ductile Iron Class K-7 pipes. |
| 52 | v) 200 mm dia Ductile Iron Class K-7 pipes. |
| 53 | Providing and fixing MS bolts including nuts and washers complete as per standard design:-Upto 300mm length. |
| 54 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 55 | ii)150 x 150 x 150 mm dia |
| 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 CPWD specification and direction of the Engineer - in - charge. |
| 57 | a) 100mm dia i) PN-1.6 |
| 58 | b) 150mm dia i) PN-1.6 |
| 59 | c) 200mm dia i) PN-1.6 |
| 60 | d) 250mm dia i) PN-1.6 |
| 61 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 62 | Supplying and filling in plinth, under floor, foundations etc with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 63 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:- |
| 64 | i) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 65 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: |
| 66 | 1:1.5: 3 ( 1 Cement : 1.5 fine sand : 3 graded well burnt brick aggregate of 20 mm nominal size) |
| 67 | Welding by gas or electric plant including transportion of plant at site etc. complete as per standard design. |
| 68 | Charges for cutting C.I. pipe with mechanical cutter as per CPWD specification and direction of the Engineer-in-charge. |
| 69 | ii) 100 mm dia |
| 70 | iv) 150 mm dia |
| 71 | v) 200 mm dia |
| 72 | vi) 250 mm dia |
| 73 | Charges for push on (tyton) joints to centrifugally (spun) cast iron pipes or ductile iron pipes in/c testing of joints & in/c the cost of rubber gasket as per CPWD specification & direction of the Engg-in-charge. |
| 74 | i) 100 mm dia |
| 75 | ii) 150 mm dia |
| 76 | iii) 200 mm dia |
| 77 | iv) 250 mm dia |
| 78 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 79 | B. Class - 5 ( working pressure 6.00 kg / cm2) |
| 80 | i) 40 mm OD |
| 81 | ii) 90 mm OD |
| 82 | iii) 110 mm OD |
| 83 | iv) 140 mm OD |
| 84 | 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. |
| 85 | iv) 110 x 110 mm dia |
| 86 | iv) 140 x 140 mm dia |
| 87 | 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. |
| 88 | i) 110 mm dia |
| 89 | ii) 90 mm dia |
| 90 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A. Internal work- Exposed on wall. |
| 91 | i) 15 mm dia. nominal bore |
| 92 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 93 | iii) 15 mm dia |
| 94 | 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 |
| 95 | iii) 15 mm dia |
| 96 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. |
| 97 | viii) 15 mm dia 150 mm long |
| 98 | Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 99 | Providing and fixing Precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine sand) jointed with neat cement slurry in/c rubbing and cleaning etc. all complete as per direction of the engineer in charge. |
| 100 | i. In dark shade using ordinary cement |
| 101 | Sand filling in foundation trenches as per drawing & MoRT&H technical specification clause 304. |
| 102 | Brick soling. |
| 103 | i) brick on edge soling |
| 104 | Providing and laying brick on edge soling layer on prepared subgrade accoeding to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 105 | Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and up to a lead of 500m by manual means as per MoRD Technical Specification Clause 202. By Manual Means |
| 106 | Charges for Brick soling: Laying flat brick soling on prepared subgrade (excluding the cost of bricks but including the cost of binding materials) according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 107 | Providing and fixing CIDF Butterfly valve with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tappers etc if required will be paid separately ) |
| 108 | i)150 mm dia |
| 109 | ii)200 mm dia |
| 110 | iii)250 mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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