Tender For Maintenance Of Division Office At Sarita Vihar.Sh:- Repair And Maintenance Of The Rain Water Harvesting (Rwh) System, Including Desilting And Removal Of All Obstructions, Along With The Installation Of A Piezometer, At The Office Complex O
Tender Value
13.51 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
0 days left
EMD
27028
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 Division Office At Sarita Vihar.Sh:- Repair And Maintenance Of The Rain Water Harvesting (Rwh) System, Including Desilting And Removal Of All Obstructions, Along With The Installation Of A Piezometer, At The Office Complex Of Ee/Emd-7, Sarita Vihar, New Delhi.
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (a) All kinds of soil |
| 3 | Laying old cement concrete 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 of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 4 | Providing and laying 60 mm thick factory-made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 5 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (a) 0.80 mm thick with zinc coating not less than 275 gm/m2 |
| 6 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. |
| 7 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (a) 110 mm diameter |
| 8 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion. (a) Single tee without door (110x110x110 mm). |
| 9 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion. (a) Bend 87.5° (110 mm size). |
| 10 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 11 | 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) |
| 12 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipment’s, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil (a) 300 mm dia |
| 13 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipment’s, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, beyond 90 metre and upto 150 metre depth below ground level. All types of soil (a) 300 mm dia |
| 14 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (a) 200 mm nominal size dia |
| 15 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 16 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. |
| 17 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. |
| 18 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. |
| 19 | Providing and fixing suitable size threaded mild steel cap or spot-welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: (a) 100 mm dia |
| 20 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). (a) 100 mm dia |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: (a) 1:56:10 (1 cement: 5 coarse sand (zone-lll) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 22 | 12 mm cement plaster of mix: (a) 1:6 (1 cement: 6 coarse sand) |
| 23 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. |
| 24 | 1. Supply and Installation of New Filter with SS Jali 2. Cleaning of Desilting Chamber and Filter Unit |
| 25 | Supplying, installation, porting, and commissioning of a Piezometer along with a Digital Water Level Recorder (DWLR) and Telemetry System, including configuration of the data logger and integration for web-based data access. This system is proposed to enable continuous monitoring and assessment of groundwater levels at the site. Model: - MFS 01 – A (i) Data Transfer on Cloud Server Real Time Data Logging Cloud Server renewal charge for 1 years free (ii) With Cable length 300 Meter with Supporting Cable SIM Card in Mag Flow Scope (iii) Accessories Adapter 12VDC Power Supply, Antenna & hanger plate (iv) Battery Backup 6 – 8 Hours (v) Display Protection: - IP67 (vi) Sensor Protection: - IP68 (vii) Extra Cable Rate 70/- Per Meter. |
| 26 | Correction G.S.T. (factor 0.973) |
| 27 | Add. 3% Cost index Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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