Tender For Cleaning And Maintenance Of Over Head Reservoirs, Underground Sumps And Water Proof Internal And External Paints Including Connected Water Supply Items In The Area Of Age (U) Water Supply No - I Under Ge (U) Water Supply Delhi Cantt-10.
Tender Value
44 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
5 days left
EMD
88000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Cleaning And Maintenance Of Over Head Reservoirs, Underground Sumps And Water Proof Internal And External Paints Including Connected Water Supply Items In The Area Of Age (U) Water Supply No - I Under Ge (U) Water Supply Delhi Cantt-10.
BOQ
| Sl. No. | Item Description |
| 1 | M&L for cleaning of semi under ground sumps, storage capacity of water 12.00 lacs gallons throughly by removing mud, grits, debris etc complete all as specified and as directed . |
| 2 | M&Lfor cleaning of semi under ground sumps, storage capacity of water 7.50 lacs gallons throughly by removing mud, grits, debris etc complete all as specified and as directed . |
| 3 | M&L for cleaning of semi under ground sumps, storage capacity of water 2.00 lacs to 2.25 lacs gallons throughly by removing mud, grits, debris etc complete all as specified and as directed . |
| 4 | M&L for cleaning of semi under ground sumps, storage capacity of water 1.00 lacs to 1.25 lacs gallons throughly by removing mud, grits, debris etc complete all as specified and as directed . |
| 5 | M&L for cleaning of semi under ground sumps quarterly, storage capacity of water 0.40 lacs to 0.50 lacs gallons throughly by removing mud, grits, debris etc complete all as specified and as directed . |
| 6 | M&L for cleaning of semi under ground sumps quarterly ,storage capacity of water 0.25 lacs gallons throughly by removing mud, grits, debris etc complete all as specified and as directed. |
| 7 | M&L for cleaning of Overhead Reservoir of any height, storage capacity of water 2.00 lacs to 2.50 lacs gallons throughly by removing mud, grits, debris etc complete all as specified and as directed . |
| 8 | M&L for cleaning of Overhead Reservoir of any height, storage capacity of water 1.00 lacs gallons throughly by removing mud, grits, debris etc complete all as specified and as directed . |
| 9 | M&L for cleaning of Overhead Reservoir of any height, storage capacity of water 0.40 lacs to 0.50 lacs gallons throughly by removing mud, grits, debris etc complete all as specified and as directed. |
| 10 | Notes for Srl Item Nos 01 to 09 :- Rates quoted shall deemed to includes for (i) Dewatering (mechanized), cleaning inner surfaces of tank complete by scrapping with steel wire brushes, high pressure cleaning , vacuum cleaning , removing mud, sludge collected inside the tank manually to a distance not exceeding 50 Mtrs.(ii) Washing with clean water, Anti-bacterial spray, UV radiation & bleaching powder or with high strength calcium chloride mixture thoroughly internally, including writing capacity of sump, cleaning date & due date of cleaning with black synthetic enamel paint as per existing pattern. |
| 11 | Material and labour including jointing and testing of cast iron sluice valves class PN-1.0, conforming to IS:14846 flanged ends drilled having stainless steel spindle with cast iron wheel at top complete with nuts, bolts, washers and rubber gaskets including taking out unserviceable sluice valve and removal from site for the follwing sizes complete all as specified . |
| 12 | 80 mm bore |
| 13 | 100 mm bore |
| 14 | 150 mm bore |
| 15 | 200 mm bore |
| 16 | Supply and fixing jointing and testing of cast iron Non return valve without by pass arrangment swing type confirming to IS 5312 flanged ends pressure rating PN 1.0 complete including taking out unserviceable NRV all as specified and as directed by Engineer-in-Charge. Note - Flanged joints complete with rubber jointing materail shall deemed to be included in the unit rate of this item |
| 17 | 80 mm bore |
| 18 | 100 mm bore |
| 19 | 150 mm bore |
| 20 | 200 mm bore |
| 21 | Supply and Fixing in replacement of CI Foot valve of following size , Flanged ends, Swing type opration with rubber sheet as per IS-4038 including taking out unserviceable of following sizes all as specified and directed by Engineer-in-Charge. Note :- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this items. |
| 22 | 80 mm bore |
| 23 | 100 mm bore |
| 24 | 150 mm bore |
| 25 | Supply and fixing in replacement mild steel work for manhole cover, stair case steps, pit chamber cover etc made of MS angle/ flats/channels etc including cutting out top and bottom to shape as directed & applying two coats of synthetic enamel paint over a coat of red oxide primer including preperation after demolition of existing covers,steps etc complete all as specified and as directed. |
| 26 | Material and labour for painting two coat of synthetic enamel paint as per existing pattern on pipe surface/iron surface connection including preparation of surfaces by scratching and removing the rust, red primer coat complete all as specified and as directed |
| 27 | Supplying , laying , jointing, welding and testing MS Pipe (Heavy class 'C') IS : 1239/3589, of followiing sizes laid in trenches or in Horizontal/Vertical/inclined position or laying on floors for connections for suction, to header and connected to out going water main CI/DI pipe line, for following size including taking out the old unserviceable pipes. Note:- MS Flanges incl fabrication work will be measured and paid separately. |
| 28 | 80 mm dia |
| 29 | 100 mm dia |
| 30 | 150 mm dia |
| 31 | 200 mm dia |
| 32 | Supply and fixing in replacement of MS flange of sizes as mentioned below 16mm thick duly welded with flange joint including nuts bolts, washer, Rubber or fiber board gasket joint of following sizes |
| 33 | 80 mm bore |
| 34 | 100 mm bore |
| 35 | 150 mm bore |
| 36 | 200 mm bore |
| 37 | Supply and installation of flanged ends strainer/dirt box, PN-1.0 with stainless steel mesh suitable for water meter for potable water supplies on up stream of water meter to avoid foreign material entering into meter including taking out unserviceable of following sizes complete all as specified and as directed at site by the Engineer-in-Charge. |
| 38 | 80 mm bore |
| 39 | 100 mm bore |
| 40 | 150 mm bore |
| 41 | 200 mm bore |
| 42 | Supply and installation of flanged ends Water Meter woltman type, including testing and making good connection with flanged ends, with gasket rubber sheet and nut & bolts etc ISI Marked fixing in horizontal/incline/vertical position, including taking out unserviceable of following sizes complete all as specified and as directed at site by the Engineer-in-Charge. |
| 43 | 80 mm bore |
| 44 | 100 mm bore |
| 45 | 150 mm bore |
| 46 | 200 mm bore |
| 47 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoin jambs pillars etc. |
| 48 | Brick work in CM (1:4) with sub class 'B' bricks above ground level and not exceeeding 1.5mtr in height from ground level including footing all as specified. |
| 49 | Rendering 10 mm thick plaster on brick work/concrete surface in cement mortar (1:4) finished even and smooth without using extra cement as specified. |
| 50 | M&L for removing weeds and wild grass inside the installations using chemical spray and trimming trees and unwanted plants using petrol operated Tree/Grass cutting tools and dressing of the surface by scrapping high patches and filling low patches with the scrapping soil to give an even and neat look to the site and disposing off all the unwanted grass, bushes and debris all as directed by the Engineer-in-Charge. |
| 51 | Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for pipe line in soft/loose soil, getting out and levelling of bottom surface to required level all as specified and as directed by Engineer-in-Charge |
| 52 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick all as specified and directed by Eng. In Charge |
| 53 | Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge. |
| 54 | Taking up GI/Nidhi/CI/DI/MS/Cemented Pipes including all fitting of the following sizes as specified and directed by Engineer-in-Charge :- |
| 55 | 100 mm bore |
| 56 | 150 mm bore |
| 57 | Supply, laying jointing, testing DI pipe with class-K-7 spigot socketed ends , conforming to IS-8329 laid in trenches including providing route indicators of suitable height and laying at spacing of @ 50m center to center at GL mentioning name of contractor, date of execution & CA No with name of work route indicators of the following sizes complete all as specified and directed by Engineer-in-Charge. Note 1: - Excavation & earth work shall be measured and paid seperately under respective items of BOQ.Note 2:- Contractors will provide route indicators mild steel body with top 150 mm plate 3mm thick and height not less than 300mm above finished GL at suitable intervals as directed by EIC. Cost of route indicators shall be deemed included in quoted unit rates.Note3:- DI pipe whole quantity of tender shall be procured by contractor in one time from the authorised dealer of approved make and PV's, MTC & e-way bill will produced by contractor during payment of 1st RAR as material laying at site.Note4:- Piece meal site for laying of pipe shall be given by EIC and contractor arrange to transport the DI pipe accordingly at his own arrangement. No any additional payment for transportation will be given to contractor. Contractors are requested to quote rate accordingly.Note5:- Layout plan for laying of DI pipe shall be given by EIC in writing. |
| 58 | 100 mm bore |
| 59 | 150 mm bore |
| 60 | Material and labour for Rubber Gasket Joint (Tyton Joint) including jointing material for DI/CI pipe of following size/bore :- |
| 61 | 100 mm bore |
| 62 | 150 mm bore |
| 63 | Material and labour for DI specials like MJ Collars, Bends, tapers any type any radius and angle, Tee pieces single branch `Y' junction, double branch, cross (all sockets or socket and spigot) collars, DI connecting pieces one end flanged and other end spigot/socket, reducers/bell mouth pieces one end flanged and other end tapering as bell mouth for the size up to 250 mm dia bore. |
| 64 | M&L for fabrication (welding work) of MS Header of any size upto 300 mm MS pipe at various pump house for arresting leakages on header all as specified and directed. |
| 65 | An amount of Rs1,56,958.00 shall be deducted from BOQ on account of schedule of credit Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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