Tender For Provn Of Rain Water Harvesting For Bldg No. P-76, 77 & 78 At Sikh Li Regt Centre And Bldg No. P-137 & 141 At Rajput Regt Centre At Fatehgarh
Tender Value
49.23 Lakhs
Estimated cost
Bid Submission
04 Aug 2026
18 days left
EMD
98460
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Farrukhabad → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Rain Water Harvesting For Bldg No. P-76, 77 & 78 At Sikh Li Regt Centre And Bldg No. P-137 & 141 At Rajput Regt Centre At Fatehgarh
BOQ
| Sl. No. | Item Description |
| 1 | Note :- The work shall be executed based on Memorandum of Understanding (MoU) between the original equipment manufacturer (OEM) / authorized distributer of OEM and the bidder for providing technical assistance till completion of the work and for operation and maintenance for a period of five years after defect liability period. Copy of same shall also be uploaded in Cover-1 of tender failing which Cover-2 shall not be opened. A copy of the same shall be submitted to the GE before the Commencement of work. |
| 2 | 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 equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level All type of soil 300mm dia. |
| 3 | All as per item No.2 above but in rocky strata including boulders 300 mm dia |
| 4 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of 150 mm nominal size for dia, conforming to IS 12818, including all necessary hire and labour charges, fitting & accessories etc all complete for all depths, complete all as specified and directed. |
| 5 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen(RMS) pipes 150 mm nominal bore dia with ribs, conforming to IS 12818, including all necessary hire and labour charges, fitting & accessories, complete for all depths complete all as specified and directed by Engr in charge. |
| 6 | Rough excavation not exceeding 1.50m deep and getting out in soft/loose soil complete all as specified and directed. |
| 7 | Excavating over areas n exc 1.50mtr deep and getting out in Soft/Loose soil complete all as specified and directed. |
| 8 | Excavating over areas, exc. 1.5 m but n.exc. 3 m deep and getting out in soft / loose soil complete all as specified and directed. |
| 9 | M&L for gravel packing in tube well 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. |
| 10 | Returning, filling in including spreading, levelling watering and well ramming in layers not exc 25cm complete all as specified and directed. |
| 11 | M&L for mild steel Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800(Part-I) 150mm dia complete all as specified and directed. |
| 12 | M&L for orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS-10910, on 12mm dia steel bar conforming to IS 1786, having minimum cross section as 23mmX25mm and over all minimum length 263mm and width as 165mm with min 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequiring besides necessary and adequate anchoring projection on tail length on 138mm as per standard drawing and suitable to with stand the bend test and chemical resistance identification mark to be visible even after fixing, including fixing manhole with 30X20X15cm cement concrete block 1:3:6(1 cement : 3 Coarse sand: 6 graded stone aggregate 20mm nominal size), complete all as specified and directed. |
| 13 | M&L for 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 150 mm dia complete all as specified and directed. |
| 14 | M&L for cement concrete 1:5:10 type E-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. |
| 15 | M&L for cement concrete 1:2:4 type B-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. |
| 16 | Excavating trenches for required width for pipes, cables, etc including excavation for sockets, and dressing of sides, remaining of bottoms depth upto 1.50m including getting out the excavated soil and then returning the soil as required, in layers n exc 20cm in depth, including consolidating each deposited layers by ramming, watering etc and disposing of surplus excavated soil as directed, within a lead of 50m All kind of soil, pipes , cables etc. exc 80mm dia but n exc 300mm dia |
| 17 | M&L for fine aggregate(sand) filling under floors or in foundation including watering and consolidation complete all as specified and directed.Note :- Measurement shall be taken after compaction. |
| 18 | M&L Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6mtr mean radius built in cement mortar (1:6) complete all as specified and directed. |
| 19 | M&L for 10mm thick rendering in CM (1:4) on fair faces of brick or concrete surface finished even & smooth without using extra cement complete all as specified and directed. |
| 20 | M&L for in position 100mm thick factory made machine bathched and machine mixed precast RCC Rectangular Covers on drains, Footpath of various sizes, of M-25 grade cement concrete for RCC work including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe-500 grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface, properly incased on all edges with 1.6mm thick, 100mm width MS Sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet & providing 2 Nos. 12mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of engineer-in-charge |
| 21 | Disposal of building rubbish/malba/ similar unserviceable, dismantled or waste material by mechanical means, including loading, transprting, unloading to approved municiple dumping ground or as approved by Engineer-in-Charge, beyond 50m initial lead for all leads upto 10 Km including all lift involved complete all as specified and directed. |
| 22 | M&L for non woven Geotextile having thickness of 400GSM Having minimum tear Strength of 250 ASTM D4533 width wise atleast 215 ASTM D4533 having puncture strength of 1550 plus as per ASTM D 6241 Having elongation at Brack % of 57 plus as per ASTM D4595 in two layers, made out of long fibres to hold the modules and protect liner including cutting, sizing, head welding, and needle punched for high porosity and proper percolation. complete all as per entire satisfaction of engineer-in-chargeMake :- Suvi Export / Sugu Fabrics / Shristi |
| 23 | M&L for CGWB/GRIHA approved pure rain filter 700mm dia with 300mm dia inlet and outlet to accumulate storm water having desilting suspended soil catcher made out of FRP with strainer steel 304 grade strainers, having steel bucket of 600 micron capable of eliminating final particulate matter upto 160micron filtration made of SS net with long fibre foam of 25mm thickness, Blue colour, filtration capacity 40-80 kiloliters per hours complete in accordance to the design, drawing and specification complete as per entire satisfaction of engineer in charge. Total depth of filter shall be 2000mm including two filter extension complete all as specified and directed.Make :- Pure Rain / Ugraya / Shristi |
| 24 | M&L for recycled polypropylene Co-polymer based rain water harvesting structure including supply of cross wave of size 494mm x 494mm x 220mm with minimum void ratio of 94.7% having a weight 1.8-1.9 Kg and spacers having size of 988mm X 240mm X 25mm having a weight of 0.80- 0.85 kg of approved make and arranging the same as directed by the Engineer-in-Charge and complete as direccted by Engineer-in-Charge.Make :- Sekisui / Polypipe / Rehau |
| 25 | M&L for polyethylene pipe of working pressure 6kg per square cm confirming to IS 4985 including jointing with sealing ring confirming IS 5382 leaving 10mm gap for thermal expansion 300 dia PVC pipe complete all as specified and directed. |
| 26 | Supplying, filling, spreading and levelling stone aggregate 20mm nominal size, in recharge pit, in the required thickness, for all leads and lifts, all complete as direction of engineer-in-charge. |
| 27 | M&L for extra for add or deduct for providing and fixing FRP(FIBER REINFORCED POLYMER) based micro filter drum/ extension of 700mm dia CGWB/GRIHA approved pure rain filters dia accordance to the design, drawing and specification complete as per entire satisfaction of Engineer-in- Charge. |
| 28 | M&L for polyethylene pipe of working pressure 6kg per square cm confirming to IS 4985 including jointing with sealing ring confirming IS 5382 leaving 10mm gap for thermal expansion 150mm dia PVC pipe complete all as specified and directed. |
| 29 | Detailed survey and Mapping with coordinates survey and mapping of all underground pipe with invert levels of all manhole, drain bottom, cables, pipe ducts and other services for the areas prior to excavation where underground work( like pipe laying, RWH etc) is to be carried out. This shall be done with GPR (Ground-penetrating Radar) Survey Equipment that could survey depth upto 3m from ground level and the same shall be handed over detailed drawing and site survey reports to the Engr in Charge prior to excavation. only after verifying the same by Engr in Charge and GE, digging work shall be carried out complete all as specified and directed. |
| 30 | Operation and maintenance of the Rain Water Harvesting system for each Job as mentioned in Sch 'A' Note No.1 provided under this contract for a period of 05 (Five) years from the date of expiry of Defect Liability Period of 02 years (i.e. 05 years after 02 years of defects liability period) complete all as directed.Note :- (i) The Contractor shall follow the Operation & Maintance manual / guidelines of the OEM.(ii) This Item shall be measured and paid for each job separately of 03 x sanctioned Jobs and mentioned in Sch 'A' Note No.01 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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