Tender For Extension Of Upvc Distribution Line Of Li Scheme At Amtali Ii Li, Bisramganja Gp Under Charilam Rd Block & Gopinagar (Kalkalia) Dtw, Pathalia Gp Under Bishalgarh Rd Block During The Year 2026-27/ Sh: Extension Of Upvc Distribution Line, Gi
Tender Value
9.56 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
2 days left
EMD
19123
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 Extension Of Upvc Distribution Line Of Li Scheme At Amtali Ii Li, Bisramganja Gp Under Charilam Rd Block & Gopinagar (Kalkalia) Dtw, Pathalia Gp Under Bishalgarh Rd Block During The Year 2026-27/ Sh: Extension Of Upvc Distribution Line, Gi Hydrant, Sluice Valve Etc. And Other Allied Works Under W.R Sub-Division, Bishalgarh. Dniet No:- 65/Ee/Wrd-Ii /2026-27
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 work.a. In all kinds of soil.i. For pipes not exceeding 90 mm dia |
| 2 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 3 | Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of working pressure 4.0 kg/sq.cm confirming to IS: 10124 (part-V) as per CPWD Specification & direction of Engineerin- charge.Unequal Tee250x250x200 mm dia |
| 4 | 250x250x160 mm dia |
| 5 | 200x200x160 mm dia |
| 6 | 200x200x140 mm dia |
| 7 | 200x200x110 mm dia |
| 8 | 200x200x90 mm dia |
| 9 | 160x160x140 mm dia |
| 10 | 160x160x110 mm dia |
| 11 | 160x160x90 mm dia |
| 12 | 140x140x110 mm dia |
| 13 | 140x140x90 mm dia |
| 14 | 110x110x90 mm dia |
| 15 | Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.Equal Tee160x160x160 mm dia |
| 16 | 140x140x140 mm dia |
| 17 | 110x110x110 mm dia |
| 18 | 90x90x90 mm dia |
| 19 | Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 4.0 kg/sq.cm. as per CPWD Specification & direction ofEngineer-in-charge.200x160 mm dia |
| 20 | 160x140 mm dia |
| 21 | 140x110 mm dia |
| 22 | 110x90 mm dia |
| 23 | Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge.160 mm dia |
| 24 | 140 mm dia |
| 25 | 110 mm dia |
| 26 | 90 mm dia |
| 27 | Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-incharge (Rate excluding the cost of NTP control valve).80X50 mm dia |
| 28 | Providing & fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD Specification & direction of Engineer-in-charge.100 mm dia PVC Pipe |
| 29 | 125 mm dia PVC Pipe |
| 30 | 150 mm dia PVC Pipe |
| 31 | 200 mm dia PVC Pipe |
| 32 | Providing and laying different dia rigid UPVC pipes of Working Pressure 4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer-in-charge.90 mm dia |
| 33 | 110 mm dia |
| 34 | 140 mm dia |
| 35 | 160 mm dia |
| 36 | 200 mm dia |
| 37 | 250 mm dia |
| 38 | 315 mm dia |
| 39 | Labour charge for repairing of leakage in existing UPVC distribution system including required earth cutting and fitting fixing of necessary coupler etc. complete and refilling the trench with available excavated earth as per direction of the Engineer-in-charge. (Payment of couplers, tees, reducers etc will be made separately)315 mm dia |
| 40 | 250 mm dia to 110 mm dia. |
| 41 | 90 mm dia. |
| 42 | Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125 mm dia made with suitable flange(all end) including coating with steel primer(tailpiece if required will be paid separately) including proper alignment with pipe line & earth cutting, backfilling complete as per direction of Engineer-in-charge. |
| 43 | Providing 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.x. 150 mm dia. nominal bore |
| 44 | Providing & fitting fixing of MS flange ( 8 mm wall thickness) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.i. 150 mm dia |
| 45 | Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality.i. 150 mm dia |
| 46 | 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.iv. 100 mm dia.A. PN - 1.6 |
| 47 | v. 125 mm dia.A. PN - 1.6 |
| 48 | vi. 150 mm dia.A. PN - 1.6 |
| 49 | vi. 250 mm dia.A. PN - 1.6 |
| 50 | Providing and fixing MS bolts including nuts and washers complete as per standard design:- Above 300mm length. |
| 51 | Earth work in excavation by mechanical means (Hydraulic excavator) / 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.-All kinds of soil |
| 52 | 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. |
| 53 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:(a) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 54 | First class brick work in foundation and plinth including cost of all materials as required complete:-(i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 55 | 12 mm cement plaster of mix :(i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 56 | Neat cement punning Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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