Tender For Installation/Construction Of Medium Depth Piezometer For Impact Asessment At Different Places In Sant Ravidas Nagar (Bhadohi)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Nov 2026
5 days left
EMD
18000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mirzapur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation/Construction Of Medium Depth Piezometer For Impact Asessment At Different Places In Sant Ravidas Nagar (Bhadohi)
BOQ
| Sl. No. | Item Description |
| 1 | CONSTRUCTION/INSTALLATION OF MEDIUM DEPTH PIEZOMETER FOR IMPACT ASSESSMENT |
| 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, beyond 90 metre & upto 150 metre depth below ground level. (DSR 23.2.1.1) |
| 3 | Water Supply Charges for drilling work. (As per Market Rate) |
| 4 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of 150 mm 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. (DSR 23.3.2) |
| 5 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.(DSR 23.4.2) |
| 6 | API grade Bentonite Powder (High yield, drilling mud grade for borehole stablization including cost of Labour, T&P etc.) Borehole Volume = π x r² x h = 3.14 x (0.15 m)² x 125m = 8.83 m³ Total mud Volume required = 8.83 x 2.5 = 22.08 m³ Total weight of bentonite = 22.08 m³ x 55 Kg = 1214.30 Kg = 1.214 Metric Ton (1.2 MT Approx.) { Bentonite Ratio for sandy soil = 55 Kg Bentonite Per 1 m³ Volume} (As per Market Rate) |
| 7 | Providing & Filling of Pea Gravel of Size 2 mm to 4 mm dia. into bore well including cost of labour, material etc. required for proper completion of work. |
| 8 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom ofpipe assembly of tubewell as per IS:2800 (part I). DSR 23.15.2 |
| 9 | Providing and fixing M.S. Pipe of 150mm dia. (confirming IS : 1239) (As per UPGWD SOR) |
| 10 | Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessarybolts & nuts of required size complete. DSR 23.14.2 |
| 11 | Providing and fixing 200mmx200mm square MS plate including 04 No. Fastner set. (As per UPGWD SOR) |
| 12 | 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. ( DSR 2.8.1)calculation : 1.5mx1.5mx0.9m = 2.025 cum (2.025 Cum for each well) |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :. 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)In foundation & floors. (DSR 4.1.8) Calculation : 1.5mx1.5x0.15m = 0.3375 cum (150 mm well area -0.017 sq. m) hence deduction =0.017*0.15=0.00255 |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources). (DSR 4.1.3) 0.8mx0.8mx1.5m + 0.60 m x 0.60 m x 0.15m = 1.014 cumec deduction -0.017*1.65=0.028 |
| 15 | Fabrication of Security System as per design. (1 Job for each well) (As per UPGWD SOR) |
| 16 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of useable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.(DSR 23.12) |
| 17 | Cleaning of Well during development with sodium tripolyphosphate 3%. (As per Market rate) |
| 18 | Fabrication and supply of angle iron sign board of frame size 1.20x0.90x1.95 with cross strips and beading of size 30x4mm welded on frame size 10x40x5 mm frame and M.S. sheet of 18 gauge as per drawing and design including all labour and material, etc. reqd. (1 No for each well) (As per UPGWD SOR) |
| 19 | Painting of angle iron sign board with double coat primer and enamel paint of black colour on frame both side and sky blue on M.S. sheet both side (1 Job for each well) (As per UPGWD SOR) |
| 20 | Writing on angle iron sign board both sides of given matter with Post office Red colour Florescent paint as per drawing and design. (1 Job for each well) (As per UPGWD SOR) |
| 21 | Fixing of sign board legs on cement concrete block of size 0.30x0.30x0.60m in ratio 1:3:6 as per drawing and design including all labour and material (2 Per Leg for each well) (As per UPGWD SOR) |
| 22 | loading/unloading & transportation of material , T&P including all labour etc complete. (As per Market Rate) |
| 23 | Tentage charges (as per Market Rate) |
| 24 | Geophysical survey (as per UPGWD Prevailing rate) |
| 25 | RL Survey. (As per UPGWD SOR) |
| 26 | Report of Work. (As per Market Rate) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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