Tender For Provn Of Stp Treated Water In P-9, P-11, P-15 And P-17 Arun Khetrapal Marg And Construction Of Rain Water Harvesting (Rwh) Pit At Delhi Area Provest Unit Under Ge (U) Water Supply Delhi Cantt-10.
Tender Value
19.38 Lakhs
Estimated cost
Bid Submission
14 Aug 2026
19 days left
EMD
38771
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 Provn Of Stp Treated Water In P-9, P-11, P-15 And P-17 Arun Khetrapal Marg And Construction Of Rain Water Harvesting (Rwh) Pit At Delhi Area Provest Unit Under Ge (U) Water Supply Delhi Cantt-10.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches not exc. 1.5 m wide and not exceeding 1.5 mtr deep for pipe line in soft/loose soil getting out and levelling of bottom surface to required level complete all as specified and directed. |
| 2 | Excavation over area for each additional 1.5 m or part thereof in depth beyond the first 1.5 m in depth including getting out in soft/loose/hard soil complete all as specified and directed. |
| 3 | Returning filling including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick all as specified and directed by Eng. In Charge. |
| 4 | 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. |
| 5 | Supply and fixing PP-R pipe 3 layer PP-R (Polypropylene random copolymer) concealed pipe SDR 7.4 (PN 16) UV stablised and antimicrobial fusion welded having thermal stability for hot and cold water supply including all PP-R plain & brass threaded polypropylene random (PPR) fitting complete to walls, ceiling or floor or laid in trenches of following sizes complete all as specified and directed by Engineer-in-Charge.Note :- PP/PE saddle of any size as required at site for distribution network shall deemed to be included in this item of BOQ. |
| 6 | 20 mm bore |
| 7 | 25 mm bore |
| 8 | 63 mm bore |
| 9 | 110 mm bore |
| 10 | M&L Boring holes under road pavement by bocky manually in any type of soil upto 200 mm bore complete all as specified and directed by Engr-in-Charge. |
| 11 | Supply and laying GI tubes light grade ISI marked of size 150 mm bore in trenches or under floor for protection / casing of STP pipeline complete all as specified and directed. |
| 12 | Supply & Fixing PP-R Gate valves (brass insert) as per requirement of the site of following sizes. |
| 13 | 20 mm bore |
| 14 | 25 mm bore |
| 15 | 63 mm bore |
| 16 | 110 mm bore |
| 17 | Supply, installation and testing of UNSC flanged ends water meter 100mm bore ISI marked woltman type, class B of and making good connection with flanged ends, with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/ vertical position, including taking out unsv water meter and depositing to MES store yard complete all as directed at site by the Engr-in-Charge.Note :- Flange joints including jointing materials shall deemed to be included in the unit rate of this item. |
| 18 | Supply & fixing jointing and testing of Cast iron Non Return valve of following sizes without bypass arrangement, confirming tob IS 5312 flanged ends, pressure rating PN 1.0 complete including taking out unserviceable NRV complete all as specified and as directed at site by the Engineer-in-Charge. Note :- Flange joints complete with jointing materials shall deemed to be included in the unit rate of this item. |
| 19 | Supply and filling coarse sand in bottom of recharge chamber 10 to 12.5 mm size complete all as per existing site specified and directed. |
| 20 | Supply and filling/topping up coarse aggregate 40 mm as screening material complete all as specified and direcetd. |
| 21 | Supply and filling/topping up coarse aggregate 20 mm as screening material complete all as specified and direcetd. |
| 22 | M & L TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for calumns hooking encl and binding with and including mild steel wire (annealed) not less than 9 mm dia or scuring with clips complete all as specified. |
| 23 | Material and labour for PCC (1:4:8) type D-2 (using 40 mm graded stone) aggregate as in foundation, flooring sub base complete all as specified and as directed at site by the Engineer-in-Charge. |
| 24 | Material and labour for PCC (1:2:4) type B-I (with 20 mm graded aggregate) as in coping, grouting, MS frame made out of angle iron, finished even and smooth without using extra cement as on brick work / flooring complete all as specified and as directed at site by the Engineer-in-Charge. |
| 25 | Material and labour for PCC (1:3:6) type C-I (with 20 mm graded aggregate) as in channel drain, finished even and smooth without using extra cement as on brik work / flooring complete all as specified and as directed at site by the Engineer-in-Charge. |
| 26 | Material and labour for pre cast RCC type B-0 1:2:4 as in detachable slab inclusive of all form work and setting in cement mortar 1:4 complete all as specified and directed. |
| 27 | Material and labour for Brick work with sub class 'B' bricks straight or curved on planexc. 6M mean radius built in CM (1:4) all as specified and as directed at site by the Engineer-in-Charge. |
| 28 | Material and labour rendering 10 mm thick with cement martor (1:6) on fair faces of brick walls for finishing the surface even and smooth with cement plaster complete all as specified and directed by Engr in charge. |
| 29 | Supplying and packing pea gravel of size 3.00 mm to 6.00 mm around casing pipe all as specified and directed by Engr-in-Charge. |
| 30 | M&L for sign board made out of 2 mm thick stainless steel of size 120x90 cm painted in water proof sheet pasted both side with two coats of synthetic enamelled paint of approved colour over a coat of red oxide primer and writing both side \\"Rain Water Harvesting Pit No, Area name, GE (U) Water Supply\\" with white paint over approved painted back ground and embeded in and including PCC at 2 mtr height above ground level complete with angle iron legs-02 Nos of size 50x50mm and thick 5mm complete all as specified and directed by Engr-in-charge. |
| 31 | Drilling not less than 250 mm bore hole by DTH method to any depth below the ground level in any kind of rock/soil upto 60 mtr deep including disposal of surplus soil to a distance not exc 50 mtr away all as specified and directed by Engineer-in-Charge.Note : (i) In case of incountering rock prior to 30 mtr depth from ground level the decission of the Garrison Engineer for reboring shall be final and binding. Specific order in writing shall be issued by Garrison Engineer for reboring and the quantities shall vary accordingly.(ii) cost of transportation of DTH plant is included in the unit rate. |
| 32 | M&L for 200 mm internal dia UPVC casing pipe conforming to IS-4985-2000 with minimum pressure rating 8.0 Kg/Sqcm in 6.00 mtr length with male and female end with all necessary fittings including joiting and jointing materials all as specified and directed. |
| 33 | M&L for 200 mm internal dia UPVC slotted pipe conforming to IS-4985-2000 with minimum pressure rating of 8.0 Kg/Sqcm having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessary fittings including joiting and jointing materials all as specified and directed |
| 34 | M&L for development of bore well of any bore/ capacity and size not less than 30 mtr deep at the pressure not less than 6Kgs/Sq Cm by diesel engine driven air compressor of capacity 450 CFM including air pipe, transports and connected items for desired flow of rain water into ground all as specified and directed by Engr-In-charge at site . |
| 35 | Material and labour for fabrication, welding and fixing of MS works of any sizes of angles irons/flat iron/MS sheet works for Rain water harvesting pit cover, ladder, Sump Manhole Cover, Grills and stair steps etc including painting two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 36 | M&L for 150 mm internal dia UPVC pipe conforming to IS- 4985-2000 (SCH-80) having with male and female end with all necessary fittings including joiting and jointing materials all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender 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