Tender For maintenance of Completed Scheme Under N/A-Ii Horticulture Zone.Sh:- Operation And Maintenance Of Existing Hdpe Stp Water Pipeline From Jasola Village To Sarita Vihar.
Tender Value
24.47 Lakhs
Estimated cost
Bid Submission
14 Aug 2026
3 days left
EMD
48952
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for maintenance of Completed Scheme Under N/A-Ii Horticulture Zone.Sh:- Operation And Maintenance Of Existing Hdpe Stp Water Pipeline From Jasola Village To Sarita Vihar.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.a) All kinds of soil. |
| 2 | Repairing of leakage in existing HDPE STP water pipeline 160mm dia, including all fittings and extra pipe as required at site as per direction of Engineer-in-charge. |
| 3 | Repairing of leakage in existing HDPE STP water pipeline 110mm dia, including all fittings and extra pipe as required at site as per direction of Engineer-in-charge. |
| 4 | Providing, laying, jointing and testing of HDPE water supply pipes for external work with a requared/suitable HDPE fittings comprising the followings. Providing HDPE pipes (of PE 100 grade as per lS 4984-2016) of approved brand and manufacturer ancluding with all required fittings and consumables including carriages upto all lead and lifts. The pipes shall have a working pressure of PN 6. Providing factory fabricated and moulded fittings (including flanged tail pieces, stip on flanges, ftanges with welding neck etc.) suitable for butt jointing and flange jointing as the case may be. The fitting shatt be rated PN16 upto 63 mm OD and PN10 for 75 mm OD and above. Earth work in excavation with mechanical trencher as per required, suitable sizes upto all depths including protection of side edges etc. complete Laying pipes in position in excavated trenches drawings/Layout plan etc complete. as per specifications and as per approved Jointing HDPE pipe by heat fusion technique as per specifications and approved drawings/layout including re-jointing, if any including providing thrust blocks as per specifications. Providing and I aying LDPE/PVC warning tape ( in florescent colour) of size 25 mm wide and 50 micron thick. The warning tape shall be laid 150 mm above the pipe crown. Back earth filling in layers as per specifications with available earth and disposalof surplus earth etc complete as per the direction of Engineer-in-Charge. a) 160 mm OD (PN6) |
| 5 | Providing, laying, jointing and testing of HDPE water supply pipes for external work with a requared/suitable HDPE fittings comprising the followings. Providing HDPE pipes (of PE 100 grade as per lS 4984-2016) of approved brand and manufacturer ancluding with all required fittings and consumables including carriages upto all lead and lifts. The pipes shall have a working pressure of PN 6. Providing factory fabricated and moulded fittings (including flanged tail pieces, stip on flanges, ftanges with welding neck etc.) suitable for butt jointing and flange jointing as the case may be. The fitting shatt be rated PN16 upto 63 mm OD and PN10 for 75 mm OD and above. Earth work in excavation with mechanical trencher as per required, suitable sizes upto all depths including protection of side edges etc. complete Laying pipes in position in excavated trenches drawings/Layout plan etc complete. as per specifications and as per approved Jointing HDPE pipe by heat fusion technique as per specifications and approved drawings/layout including re-jointing, if any including providing thrust blocks as per specifications. Providing and I aying LDPE/PVC warning tape ( in florescent colour) of size 25 mm wide and 50 micron thick. The warning tape shall be laid 150 mm above the pipe crown. Back earth filling in layers as per specifications with available earth and disposal of surplus earth etc complete as per the direction of Engineer-in-Charge. a) 110 mm OD (PN6) |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 7 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :a) 100 mm diameter Class I |
| 8 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.a) Water bound macadam |
| 9 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 10 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 11 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 12 | Cutting bajri paths and making good the same including supply of extra quantities of brick aggregate, moorum and red bajri required. |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | Supply and filling/laying & compacting of ready mix patching compound of bitumen/ashphalt bag of 25.00 kg including all cartage & labour complete as per direction of Engineer-in-charge. |
| 15 | Supply &Fixing of medium duty horizontal precast RCC grating/covers of requied size & shape including cartage etc. complete as perdirection of Engineer-in-charge. |
| 16 | Deployment of Plumber/Fitter (Category - Skilled) for operating the HDPE Water Pipeline network i.e sluice valve/Gate valve etc. as per direction of Engineer-in-charge. |
| 17 | Cleaning of chocked sewer line/drainage/STP water line network/Well by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line / drainage/STP water line network/Well from one manhole to another by high pressure jetting system of 2200 PSI for all dia/X-section sewer line / drainage/STP water line network/Well as per direction of Engineer-in-charge. (8 hrs Shifts) |
| 18 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. a) In cement mortar |
| 19 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 20 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction ofEngineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 22 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 23 | Add correction factor on DSR-2023 @(1.00-0.973 =(-)0.027) |
| 24 | Add 3% cost index Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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