Tender For Maint/ Replacement Of Watr Pipelines, Valves And Ug Sump Cleaning At Tech Area Of Af Stn Utarlai
Tender Value
20 Lakhs
Estimated cost
Bid Submission
21 Jul 2026
13 days left
EMD
40000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Barmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maint/ Replacement Of Watr Pipelines, Valves And Ug Sump Cleaning At Tech Area Of Af Stn Utarlai
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Jul-2026 | AMD | Date | 21-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | M&L for attending daily day to day complain regarding no water supply,leakage and break down of pipe line of GI upto 80 mm including necessary excavation with dewatering the water accumulated at site and solve the complain using required fittings or clamping arrangements, including testing for the leakages pipes complete all as specified and directed by Engineer-in-Charge.Note:-Supply and fixing of pipe will be measured separately. |
| 2 | Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth, or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations, shafts, wells, cesspits, manholes, pier holes, for foundations of poles, struts, stays etc. or laying underground cable and water supply pipe lines etc. in soft/loose soil, & getting out including taking out old brick or precast cable cover complete all as specified and directed by Engineer-in-Charge. |
| 3 | Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil/\ complete all as specified and directed by Engineer-in-charge. |
| 4 | Removal of excavated soil material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge. |
| 5 | Taking up or down 20 mm bore galvanised steel water tubing including connections, fixed in walls, ceiling or laid under floor or laid in trenches etc complete all as specified and directed by Engineer-in-charge.Note :-Excavation and earthwork shall be measured and paid for separately. |
| 6 | All as per Srl item No 4 above but 25 mm dia bore. |
| 7 | All as per Srl item No 4 above but 40 mm dia bore. |
| 8 | All as per Srl item No 4 above but 50 mm dia bore. |
| 9 | All as per Srl item No 4 above but 80 mm dia bore. |
| 10 | Taking up or down 100 mm bore GI/CI/DI including connections, fixed in walls, ceiling or laid under floor or laid in trenches etc complete all as specified and directed by Engineer-in-charge. |
| 11 | All as per Srl item No 10 above but 150 mm dia bore. |
| 12 | S&F 20 mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors / trenches complete all as specified and directed by Engineer-in-charge. |
| 13 | All as per Srl item No 12 above but 25 mm dia bore. |
| 14 | All as per Srl item No 12 above but 40 mm dia bore. |
| 15 | All as per Srl item No 12 above but 50 mm dia bore. |
| 16 | All as per Srl item No 12 above but 80 mm dia bore. |
| 17 | Supplying, laying, jointing, commissioning and testing 100mm bore centrifugally cast (Spun) ductile iron pressure pipe with spigot and socketed ends class K-7, confirming to IS : 8329/2000 blast furnace slag cement with portland cement properties suitable for rubber gasket jointing / tyton joints with inside cement mortar lining and black bitumen external coating, duly (ISI marked) laid in trenches complete all as specified and directed by Engineer-in-Charge. Note :- (i) DI fittings shall be measured and paid separately under respective items |
| 18 | All as per Srl item No 18 above but 150 mm dia bore. |
| 19 | S&F in replacement gun metal globe or gate valve 20mm bore with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge. |
| 20 | All as per Srl item No 20 above but 25 mm dia bore. |
| 21 | All as per Srl item No 20 above but 40 mm dia bore. |
| 22 | All as per Srl item No 20 above but 50 mm dia bore. |
| 23 | Supply & fixing cast iron body sluice valve heavy duty class ‘PN-1.6’ of 80 mm bore, ISI marked with IS 14846 : 2000, both flanged ends and drilled, high tensile stainless steel spindle, CI gate with brass ring, non rising type, cast iron wheel handle, cast iron cap, with 3mm thick neoprene rubber gasket joint and nuts, bolts (high tensile), washers etc, and testing, including dismantling & taking out old unserviceable sluice valve of 80 mm bore, complete, all as specified & directed. |
| 24 | All as per Srl item No 24 above but 100 mm dia bore. |
| 25 | All as per Srl item No 24 above but 150 mm dia bore. |
| 26 | S&F Cast iron non return valve / reflux valve with rubber seat flanged type with by pass arrangement suitable for 80mm bore pipe, ISI marked, conforming to IS- 5312/2004 with stainless steel spindle, CI gate with brass nuts, bolts, washers and jointing with necessary ruber gasket etc including dismantling & taking out old unserviceable sluice valve of 80 mm bore, complete, all as specified & directed. |
| 27 | All as per Srl item No 27 above but 100 mm dia bore. |
| 28 | Supply and fix Foot Valve conforming to IS 4038, 80 mm (3”) dia complete all as specified and directed by Engineer-in-charge. |
| 29 | Supplying & fixing DI fittings confirming to IS-9523-2000 suitable for spigot & socketed pipes such as bends (any type, radius and angle), tapers any type (straight, bend, increasing, decreasing or double socket etc),tee pieces, single branch, 'Y' junction, double branch, cross collar, caps and plugs etc. suitable for spigot and socketed pipes upto 150 mm bore, complete, all as specified and directed by Engineer-in-charge. |
| 30 | M&L for Construction of brick masonry valve pit, in repair, of internal size 90cm x 90cm x 90cm including necessary excavation and earth work in soft/loose soil, brick work, plastering, white wash, PCC coping, MS frame made out of angle iron of size 40mmx40mmx6 mm, MS sheet cover of 3 mm thick fixed to angle iron frame by means of hinges welded to frame and painting with 2 coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces and grouting the frame in PCC 1:2:4 type B-1 including handle and locking arrangement with one number 50 mm dia brass pad lock , complete all as specified and directed by Engineer - in - Charge Note :- (i) Brick wall shall be 23 cm thick built in cement mortar (1:4) (ii) Internal plaster shall be 15 mm thick in cement mortar (1:4) and external plaster upto 450mm from top shall be 20mm thick in CM (1:6) and remaining external surface shall be flush pointing in CM (1:6) as the work proceeds.(iii) PCC in foundation shall be 15 cm thick in cement concrete (1:4:8) type D2 using 40 mm graded stone aggregate extended 15 cm all around from the external face of the walls. (iv) PCC coping shall be 15 cm thick in cement concrete ( 1:2:4) type B1 using 20 mm graded stone aggregate including grouting of angle iron frame in PCC. (v) Three coats of white wash to internal surfaces of valve pit.(vi) Depth of valve pit shall be reckoned from the top of PCC in foundation. |
| 31 | All as per Srl item No 31 above but internal size 120cm x 120cm x 90cm |
| 32 | Demolition and dismantling of Concrete in ground floors and pavings n exc 15 cm thickness |
| 33 | M & L for cement concrete in road surfacing, filling and mass concrete type B1, 1:2:4 (20mm graded stone aggregate) for repairs to road cutting for laying of pipe lines/complete all as directed by Engineer-in-Charge. |
| 34 | Cleaning of U/G or PVC sump of capacity 3000 to 10000 Ltr, dewatering the tank below the suction pipe with submersible pump with suitable arrangements, desilting and removing of left over water from bottom, cleaning tank surfaces by using bleaching powder and remove all foreign materials and clean with plain water all as directed by the Engineer-in-Charge. (i) The job shall be completed within 8 hrs to avoid any interruption in distribution of water supply (ii) The date of cleaning and due date should be written legible on the surface of the tank/sump as per existing old colour and font size. |
| 35 | M & L for boring of holes 150mm dia under road, pavement, hard standing by trenchless technology and necessary machine complete all as directed by Engineer-in-Charge. |
| 36 | M&L for attending to break down of 150 to 350 mm dia DI pipe line bursting/cracks including necessary excavation, dewatering the water accumulated at site, removal of broken pipe pieces of various lengths through gas cutting/manual cutting as per site requirement including removing out the damaged DI pipe and inserting necessary DI specials such as collar, nipple etc as required at site and providing of new joints as required at site, clamping arrangements, including testing for the leakages pipes complete all as specified and directed by Engineer-in-Charge.Note:-fitting & joint will be measured separately. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 13 daysJul 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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