Tender For Cleaning Of Ug Sump, Oh Reservoir, Swt Ug, Repair To Valve Pit Chamber, Dozing Pump And Connected Works Of Water Supply System At Af Stn Palam Under Ge Af Palam, Delhi Cantt-10
Tender Value
25 Lakhs
Estimated cost
Bid Submission
06 Jul 2026
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Palam → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Cleaning Of Ug Sump, Oh Reservoir, Swt Ug, Repair To Valve Pit Chamber, Dozing Pump And Connected Works Of Water Supply System At Af Stn Palam Under Ge Af Palam, Delhi Cantt-10
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Jun-2026 | CORRIGENDUM NO 1 | Other | 06-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Material and labour for construction of valve pit chamber having internal dimension 120 cm x 120 cm x 120 cm (internal height) using 15cm thick PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) for foundation, 15mm thick rendering with CM (1:4), all around, brick work in CM (1:6) and PCC (1:2:4) type B1 coping with 20mm graded aggregate for grouting MS frame including 8mm thick MS sheet cover with locking arrangement with and including 50 mm pad lock with double key arrangement, MS frame made out of 40mm x 40mm x 6 mm thick angle iron including painting of steel surface with two coats of synthetic enamel paint over a coat of metal primer including necessary excavation in any type of soil, returning/ filling in and removal of surplus soil to a distance not exc 50 mtr away and depositing where directed at level not exc 1.5 m above the starting point including demolition / dismantling of existing valve chamber complete all as specified and directed by Engineer-in-Charge. |
| 2 | Material and labour for construction of valve pit chamber having internal dimension 90 cm x 90 cm x 90 cm (internal height) using 15cm thick PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) for foundation, 15mm thick rendering with CM (1:4), all around, brick work in CM (1:6) and PCC (1:2:4) type B1 coping with 20mm graded aggregate for grouting MS frame including 8mm thick MS sheet cover with locking arrangement with and including 50 mm pad lock with double key arrangement, MS frame made out of 40mm x 40mm x 6 mm thick angle iron including painting of steel surface with two coats of synthetic enamel paint over a coat of metal primer including necessary excavation in any type of soil, returning/ filling in and removal of surplus soil to a distance not exc 50 mtr away and depositing where directed at level not exc 1.5 m above the starting point including demolition / dismantling of existing valve chamber complete all as specified and directed by Engineer-in-Charge. |
| 3 | Material & Labour for cleaning internal portion of stone masonry/RCC underground/ Semi Underground water storage sump of capacity upto 01 lakh gallons including following process:-(a) Mechanised removal of all remaining dirty water by high capacity submersible pump set(b) Removal of sludge by Vacuum operated German pump(c) Cleaning of walls, ceiling and bottom of tank by German made high pressure rotary jet 120 bar pressure(d) Removal of all dirty particles by industrial wet vacuum cleaner leaving the tank 99.9 % physically cleaned(e) Sterlization of tank by Eco-friendly bio-degradable and highly effective against all pathogens(f) Sterlization of tank atmosphere by industrial UV radiator leaving the tank completely sterlized by specilized method complete all as specified and as directed by Engr-in-Charge.Note:- The item rate includes the cost of weather proof painting of details on tank such as (a) date of cleaning (b) Next due date of cleaning (c) Capacity of tank. |
| 4 | All as per srl item No 3 above here-in-before but for Over Head Tank upto 45 mtr staging (Height of OH Tank) of capacity 01 Lakh Gallons complete all as specified and as directed by Engr-in-charge.Note :- Rates for providing the scaffolding and necessary pumping equipment shall be deemed to be included in the unit item rate. |
| 5 | All as per srl item No 3 above here-in-before but for Over Head Tank upto 45 mtr staging (Height of OH Tank) of capacity upto 50,000 Gallons complete all as specified and as directed by Engr-in-charge.Note :- Rates for providing the scaffolding and necessary pumping equipment shall be deemed to be included the unit item rate. |
| 6 | All as per srl item No 3 above here-in-before but for Static water tank of capacity upto 20,000 Gallons complete all as specified and as directed by Engr-in-charge. Note:- The cleaning of static water tank shall be carried out quarterly. |
| 7 | Supply & fixing in replacement of valve pit cover/ Sump manhole cover/ pressure pump shade etc made out of MS frame 40mm x 40mm x 6mm thick angle iron with and including 6/8 mm thick MS top cover with locking arrangement and painting of steel surface with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge. |
| 8 | Supply only CDD 5000 (two components chlorine dioxide powder) (CAS No 10049-04-4 conforming to ISO9001-2015) white in colour highly soluble in water, 99.9% effective against water borne micro organisms disinfectant for chlorination of water complete all as specified and directed by Engr-in-Charge. Note:- Receipt Voucher of material shall be produced during the submission of RAR. |
| 9 | S&F in replacement of Pressure switch suitable for pressure pump of capacity upto 1.0 HP and testing complete all as specified and as directed by Engineer-in-charge. Make:- crompton/Denfosis/Orin |
| 10 | M&L for disconnecting electric supply and dismantling from foundation electric driven pressure pumpset of capacity 1.0 HP and taking to authorised workshop for rewinding / over hauling of mono block pump set and taking back and refixing the same after rewinding to its original position making electric connection and testing. Note:- Cost of rewinding / overhauling, replacement of all unserviceable parts such as impeller, cooling fan, Air Tank etc are deemed to be included in the item rates. |
| 11 | S&F air tank suitable for 0.5 to 1.5 HP pressure pump set complete all as specified and as directed by Engineer-in-charge. |
| 12 | Material and Labour for in replacement CI foot valve flanged type including nuts, bolts, washers and rubber upto 150 mm dia conforming to IS-4038 complete all as specified and as directed by Engineer-in-Charge. |
| 13 | M&L for complete removal of existing treatment of old decorated external surfaces of walls by electrically operated grinder including necessary scaffolding and applying two coats of exterior emulsion paint over a coat of primer over 2mm thick wall care putty to obtain even and smooth surface including preparation of surface complete all as specified and as directed by Engineer-in-Charge. |
| 14 | Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr in depth in loose/soft soil, getting out and leveling the bottom surface to required gradient for laying of water supply mains complete all as specified and directed by Engineer-in-Charge. |
| 15 | Returning, filling in, including levelling watering and well ramming in layers not exc 25cm thick complete all as specified and directed by Engineer-in-Charge. |
| 16 | Removal of surplus excavated soil to a distance not exc 50mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 17 | Taking up or down steel tubing and connections of size 15 mm bore dia including fittings complete all as specified and directed by Engineer-in-Charge. |
| 18 | All as per srl item No 17 here-in-before but of size 20mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 19 | All as per srl item No 17 here-in-before but of size 25mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 20 | All as per srl item No 17 here-in-before but of size 40mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 21 | All as per srl item No 17 here-in-before but of size 50mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 22 | All as per srl item No 17 here-in-before but of size 80mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 23 | All as per srl item No 17 here-in-before but of size 150mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 24 | Supply, laying & testing steel water tubing, medium grade, galvanised of size 15 mm bore dia, ISI marked with and including ISI marked GI fittings such as tees, bends, elbow, reducer, unions, clamps etc fixed on wall / laid in trench /roof (with proper clamping arrangements) complete all as specified and as directed by Engineer-in-Charge. |
| 25 | All as per srl item No 24 here-in-before but size 20mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 26 | All as per srl item No 24 here-in-before but size 25mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 27 | All as per srl item No 24 here-in-before but size 40mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 28 | All as per srl item No 24 here-in-before but size 50mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 29 | All as per srl item No 24 here-in-before but size 80mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 30 | All as per srl item No 24 here-in-before but size 150mm bore dia and heavy grade complete all as specified and directed by Engineer-in-Charge. |
| 31 | Taking up or down cast iron/ ductile iron water mains, with spigot and socket ends including burning out lead joints and recovering lead of size 80mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 32 | All as per item No 31 here-in-before but of size 100mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 33 | All as per item No 31 here-in-before but of size 150mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 34 | Supplying, laying, jointing, testing cast iron pipe with spigot and socketed ends centrifugally cast, class LA, including rubber gasket/ tyton/ lead joints conforming to IS-1536-1976 laid in trenches of the 80mm bore pipe complete all as specified and directed by Engineer-in-Charge. |
| 35 | All as per srl item No 34 here-in-before but of size 100mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 36 | All as per srl item No 34 here-in-before but of size 150mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 37 | M&L for 80 mm ductile iron pipe with spigot and socketed ends, centrifugally cast, class k-9 (IS-8329-2000) with tyton joints in any length laid in trenches or fixed on pillars etc complete all as specified and directed by Engineer-in-Charge. |
| 38 | M&L for 100 mm ductile iron pipe with spigot and socketed ends, centrifugally cast, class k-9 (IS-8329-2000) with tyton joints in any length laid in trenches or fixed on pillars etc complete all as specified and directed by Engineer-in-Charge. |
| 39 | M&L for 150 mm ductile iron pipe with spigot and socket ends, centrifugally cast, class k-9 (IS-8329-2000) with tyton joints in any length laid in trenches or fixed on pillars etc complete all as specified and directed by Engineer-in-Charge. |
| 40 | Material & labour for CI special fittings of any size, any type ISI marked as required at site such as bends (any type, radius and angle), Taper any type (straight, bend, increasing, decreasing or double socket etc), Tee pieces single branch, \\"Y\\" junction, double branch, cross (all socket or socket and spigot), collar, caps and plugs upto 150mm bore etc. complete all as specified and directed by Engineer-in-Charge. |
| 41 | M&L for DI specials such as tees, bends, collars of any sizes and radius, tapers, tail pieces caps and plug upto 200 mm bore dia complete all as specified and as directed by Engr-in-Charge. |
| 42 | Supply and fixing in replacement of unserviceable GI fittings such as reducers, tee, elbow, socket, nipple, plug, reducer elbow, reducer socket, union and other connected accessories of size 15 mm to 80 mm bore dia complete all as specified and as directed by Engineer-in-charge. |
| 43 | M&L for replacement for run lead joints for CI/DI pipe 80mm bore dia spigot & soketed/CI fittings including all jointing material required at site complete all as specified and directed by Engineer-in-Charge. |
| 44 | All as per srl item No 43 here-in-before but of size 100mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 45 | All as per srl item No 43 here-in-before but of size 150mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 46 | All as per srl item No 43 here-in-before but of size 300mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 47 | S&F in replacement gun metal globe or gate valve ISI marked with iron wheel head screwed both ends for iron pipe or for union and fixed complete for size 50mm bore dia complete including taking up or down old unserviceable gate valve of 50mm bore dia complete all as specified and as directed by Engineer-in-Charge. |
| 48 | All as per item No 47 here-in-before but of size 40mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 49 | All as per item No 47 here-in-before but of size 25mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 50 | All as per item No 47 here-in-before but of size 20mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 51 | All as per item No 47 here-in-before but of size 15 mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 52 | S&F in replacement including jointing and testing of cast iron sluice valve, class PN-1.6, ISI marked, flanged ends drilled having stainless steel /brass spindle with cast iron wheel at top complete with nuts, bolts,washers and gaskets including taking out old unserviceable sluice valve for the 80mm bore size complete all as specified and directed by Engr-in-charge. |
| 53 | All as per srl item No 52 here-in-before but of size 100mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 54 | All as per srl item No 52 here-in-before but of size 150mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 55 | All as per srl item No 52 here-in-before but of size 200mm bore dia complete all as specified and directed by Engineer-in-Charge. |
| 56 | Supply and fixing in replacement of CI NRV of 80mm bore both end flanged with necessary packing materials nut, bolt & washer of suitable size PN 1.6 complete all as specified and directed by Engr-in-charge. Make:- Kartar/Kirloskar or equivalent as per list of makes. |
| 57 | Supply and fixing in replacement of CI NRV of 100mm bore both end flanged with necessary packing materials nut, bolt & washer of suitable size PN 1.6 complete all as specified and directed by Engr-in-charge Make:- Kartar/Kirloskar or equivalent as per list of makes. |
| 58 | Supply and fixing in replacement of CI NRV of 150 mm bore both end flanged with necessary packing materials nut, bolt & washer of suitable size PN 1.6 complete all as specified and directed by Engr-in-charge Make:- Kartar/Kirloskar or equivalent as per list of makes. |
| 59 | Material & Labour for painting to existing centrifugal motor & pumping set complete including base frame with super enameled paint of existing colour coat by spray painting and writing of SM/MES No with white paint, 30 to 50 HP capacity complete all as specified and as directed by Engineer-in-Charge. |
| 60 | All as per item No 59 above but 15 to 25 HP capacity complete all as specified and directed. |
| 61 | All as per item No 59 above but upto 10 HP capacity complete all as specified and directed. |
| 62 | All as per item No 59 above but for monoblock of cap upto 5 HP complete all as specified and directed. |
| 63 | M&L for painting of water supply header of size 100/150/200/250/300mm dia with two coats of synthetic enamel paint with a suiatble colour complete all as specified and as directed by Engineer-in-charge. |
| 64 | M&L for chemical and bacteriological analysis and potability of water obtained from Delhi Jal Board & borewells from Sriram Test House/ MCD approved/ NABL approved micro engineering and testing lab and submitting the report in duplicate complete all as specified and as directed by Engineer-in-charge. Note:- The testing of water shall be carried out quarterly. |
| 65 | M&L for cutting of road for laying of UG CI/DI/GI pipe after laying pipe making good damaged surfaces of road to match the adjoing existing surfaces using paste premix bituminous 50mm thick polymer based material over WBM 75mm thick including rolling work etc complete all as specified and as directed by Engineer-in-charge. |
| 66 | S&F in replacement cast iron butterfly valve, ISI mark, flanged ends drilled, with cast iron handle at top complete with nuts, bolts, washers and gaskets including taking out old unserviceable butterfly valve for the 50mm bore size complete all as specified and directed by Engr-in-charge. |
| 67 | All as per item No 66 here-in-before but of size 80mm bore dia complete all as specified and as directed by Engr-in-Charge. |
| 68 | All as per item No 66 here-in-before but of size 100mm bore dia complete all as specified and as directed by Engr-in-Charge. |
| 69 | All as per item No 66 here-in-before but of size 150mm bore dia complete all as specified and as directed by Engr-in-Charge. |
| 70 | Taking down cement plaster on brick or concrete wall surfaces etc including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and as directed. |
| 71 | M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM (1:6), surface finished even and fair etc complete all as specified and as directed. |
| 72 | M&L for preparation of new plastered surfaces of wall surfaces and applying two coats of exterior emulsion paint over a coat of primer complete all as specified and as directed. |
| 73 | M&L for complete removal of existing treatment of old decorated surfaces of walls including brooming down or steel wire brushing, scraping down and applying two coats of oil emulsion distemper over a coat of alkalic resistant primer complete all as specified and as directed. |
| 74 | Dismantling of bricks tiles single layer on roofs laid dry or with cement mortar complete all as specified and directed by Engr-in-Charge. |
| 75 | Demolition of mud in roof, any thickness including plastering & leeping (whether full or part) removal of debris at a distance exc 250 mtr but n exc 500 mtr and deposited where directed complete all as specified and directed by Engr-in-Charge. |
| 76 | M&L for providing cement concrete (1:2:4), type B-1, (using 20mm graded stone aggregate) as in roof padding to maintain slope etc complete all as specified and as directed. |
| 77 | M&L for 15 mm thick rendering on concrete surfaces on roof in cement mortar (1:4), to be finished even and fair without using extra cement with liquid water proofing compound complete all as specified and as directed. Note:- Liquid water proofing compound shall be measured and paid seperately. |
| 78 | Supply only Liquid water proofing compound complete all as specified and as directed |
| 79 | M&L for preparation surface including cleaning of all dirt and providing the following water proofing treatment in narrow width over the roof gutter of stores houses or chajjah/canopy/parapet wall, below PVC/RCC water tanks etc of G+3 storied building accessible / non accessible RCC roof to be executed through approved applicator of the membrane manufacturer with following specification etc complete all as specified and as directed by Engineer-in-Charge:- (a) Cleaning of all foreign material such as fungus, mass, dust etc by brushing and dusting, sprinkle water on surface, surface shall be levelled with a layer of 20 mm thick CM (1:4) mixed with water proofing admixture WPC @3% by weight of as per manufacturer's insturctions. (b) Surface shall be throughly wire brushed, cleaned, washed, dried up properly and apply evenly a bituminuous primer coat conforming to IS @0.4 ltr /Sqm over concrete / plastered roof surface.(c) Applying evenly a tack coat of bitumen 85/25 grade @1.20 kg/ sqm. (d) Laying of 3mm thick APP membrane sheet (min weight 3 Kg/Sqm) consisting of a core of 160 gms/Sqm polyster non woven fabric mat protected on both sides with a high quality polymeric asphaltic mix again protected with thermo fusible HMHDPE FILM on dried primed surface by torch application method. APP membrane will normally be laid in length at right angle to the direction of slope. The over lap shall be minimum 100mm on longitudinal direction and 150mm on the transverse direction including cuttings, grooves etc. (e) Membrane bonded completely to the substrate & the over laps are then sealed/fused by flame and including two coats of water proofing bituminous aluminum paint on top of APP membrane complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 20, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 06, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayJul 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender