Tender For 8590/E8 special Repair For Replacement Existing Corroded/Damaged Water Supply Pipeline From Pump House No 36 Of The Jat Regt Centre Under Ge (East) Bareilly
Tender Value
47.82 Lakhs
Estimated cost
Bid Submission
11 Nov 2026
13 days left
EMD
95600
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for 8590/E8 special Repair For Replacement Existing Corroded/Damaged Water Supply Pipeline From Pump House No 36 Of The Jat Regt Centre Under Ge (East) Bareilly
BOQ
| Sl. No. | Item Description |
| 1 | Supply, Laying, jointing and testing GI Pipe medium grade including all fittings such as bend, tee, elbow, union, reducer, GI clamp etc, laid in trenches, on wall using GI U clamp, making hole on wall and making disturbed/damaged surface good using PCC and including dismantling and taking down unserviceable / cracked steel tubing with all fittings of the following sizes as complete all as specified and as directed at site of the following sizes :-Note :- 1. Rate quoted shall deemed to be inclusive of all type of GI fittings, clamps required for connection of existing and new pipe.2. Excavation and other earth work shall be measured and paid separtely for respective items. |
| 2 | 25 mm dia |
| 3 | 20 mm dia |
| 4 | 15 mm dia |
| 5 | S&F Gun-metal, globe or Gate Valve with iron wheel head, screwed both ends for iron pipe including GI fittings required for fixing , ISI marked complete all as specified and directed of the following sizes:- |
| 6 | 50 mm dia |
| 7 | 25mm dia |
| 8 | 20mm dia |
| 9 | S & F Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 20/15mm-142gms) including GI fittings as per site reqmt and taking out old valve complete all as specified and as directed. |
| 10 | Supply & laying/fixing Floor & Trench,3 layered (outer green coloured UV stabilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded PP-R (polypropylene Random Co-Polymer) pipes, ISI marked including plain PP-R fittings and brass threaded PP-R fittings such as flanges, elbow, bend, sockets, tee , clamps etc including cutting pipes for inserting fittings as required at site and testing of joints including taking out old pipes complete all as specified and as directed of size:-Note : Rate quoted shall deemed to be inclusive of cutting/screwing of existing pipe or new pipe for connection and all type of fittings required as per site requirement. |
| 11 | PN-16, 50 mm OD (SDR– 7.4) |
| 12 | PN-16, 63 mm OD (SDR– 7.4) |
| 13 | PN-16, 90 mm OD (SDR– 7.4) |
| 14 | PN-16, 110 mm OD (SDR – 7.4) |
| 15 | S&F in replacement PPR gate valve (brass insert) of size 50 mm bore including connection and testing complete all as directed. |
| 16 | S&F in replacement PPR gate valve (brass insert) of size 63 mm bore including connection and testing complete all as directed. |
| 17 | M&L for provision of new wash out points by proper cutting and screwing of existing DI/CI/GI pipe fixing reducer tee of suitable size, supplying and fixing, Jointing, testing CI sluice valve of following size by fixing 01 No., Pipe line as per site requirement and all fittings at each wash out point with flanged ends including necessary welding, mountings nuts, bolts washers and packing fibers gasket on both end and making valve pit chamber 0.9 x 0.9 x 0.9 Mtr using brick masonary , plastering complete including iron frame cover 3.15 mm thick with locking arrangements complete all as specified and directed for the following sizes:- |
| 18 | Wash out point at 150 mm dia pipe |
| 19 | Wash out point at 90/100 mm dia pipe |
| 20 | Wash out point at 50 mm dia pipe |
| 21 | M & L for construction of brick masonry valve pit of size 90x90x90cm (internal dimension) one brick thick wall built in CM (1:4) on 100mm thick PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation, and 15mm thick rendering in cement mortar (1:4) both externally and internally, external plaster shall be up to 15cm below GL, providing valve pit cover made of 3.15mm thick MS sheet/plate, including provision of hinges, handle and locking arrangement including 40 X 40 X 5mm angle iron frame fixed on top of valve pit by means of MS hold fast 40x5mm and 150mm long, embedded in PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) including two coats of anti-corrosive paint over a coat of red oxide zinc Chrome primer and necessary earth work in soft/loose soil including demolition of old unserviceable existing valve pit & pit cover complete all as specified & directed. |
| 22 | -ditto- all as per item Ser No. 8 but of size 600 x600x600 |
| 23 | S&F in repair sluice valve class PN-1.6 heavy duty flanged ends drilled ISI marked confirming to IS: 14846, wheel operated (Handle) with high tensile stainless steel spindle, including nuts, bolts and jointing with jointing materials, incl all type of fittings as per site requirement suitable for PPR/GI/DI pipe etc. complete including taking out old existing unservicable sluice valve all as specified and directed.for the following sizes:- Make: BIR, KIRLOSKAR ,Kartar or Equivalent as approved by GE. |
| 24 | 150 mm dia |
| 25 | 100 mm dia |
| 26 | 80 mm dia |
| 27 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre deep and not exceeding 1.5 mtr width and getting out soil including forming bottom surface to required slope / gradient for laying cables/ pipes etc. all as specified and directed.Note : Excavation shall be made carefully in order to avoid damage of existing cables/pipes and protection covers. |
| 28 | Returning, filling in including spreading, leveling, watering and well ramming in layers of 25 cm thick after the cables etc. are laid, jointed & tested complete all as specified and directed |
| 29 | Removal of surplus excavated soil exc. 50 mtr but n. exc. 250 mtr distance and depositing where directed at a level not exceeding 1.5 M above the starting point etc complete all as directed. |
| 30 | M&L for boring the holes under roads pavements, hardstanding by treanch less techonology, using ultrasound technique or manual as per site requirement and necessary machine including DI/CI/GI/HDPE/PP-R Pipe of 25 mm to 150 mm bore suitable for 0.4 mpa working pressure complete all as specified and directed. |
| 31 | M&L for dismantling and taking out interlocking/chequered tiles from path way and keeping aside or safe custory for reuse including replacement of damaged tiles after laying of pipe line/ rectification of leakage including necessary Sand, PCC work required as per site requirement, making disturbed surface good as original and as directed by Engr-in-chargeNote : Rate quoted shall deemed to be inclusive of replacement of damaged interlocking/chequired tiles with new tiles |
| 32 | Demolition for cement concrete/road in ground floor and paving n. exc 15 cm thickness below or above ground level including removal of rubbish to a distance exc 1.50 Km and n.exc 5.00 Km etc complete all as specified and directed. |
| 33 | M&L PCC 1:2:4, type B1 (using 20 mm graded granite stone aggregate) including necessary formwork complete all as specified. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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