Tender For Installation/Construction Of 02 Medium Deep Piezometers At Different Places Of District Hathras Under Jurisdiction Of Ground Water Department Division- Mech. Aligarh (U.P)
Tender Value
6.91 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
2 days left
EMD
13900
Bank guarantee accepted
Document Fee
854
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation/Construction Of 02 Medium Deep Piezometers At Different Places Of District Hathras Under Jurisdiction Of Ground Water Department Division- Mech. Aligarh (U.P)
BOQ
| Sl. No. | Item Description |
| 1 | CONSTRUCTION/INSTALLATION OF PIEZOMETER |
| 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. |
| 3 | Water Supply Charges for drilling work. |
| 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. |
| 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. |
| 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} |
| 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 (150 mm) to the bottom ofpipe assembly of tubewell as per IS:2800 (part I). |
| 9 | Providing and fixing M.S. Pipe of 200 mm dia. (confirming IS : 1239) |
| 10 | Providing and fixing M.S. clamp of required dia (200mm) to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. |
| 11 | Providing and fixing 300mmx300mm square MS plate including 04 No. Fastner set. |
| 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. 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. 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 gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources). 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) |
| 16 | Development of bore well by 3 HP Compressor. |
| 17 | Cleaning of Well during development with sodium tripolyphosphate 3%. |
| 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) |
| 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) |
| 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) |
| 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) |
| 22 | loading/unloading & transportation of material , T&P including all labour etc complete. |
| 23 | Tentage charges |
| 24 | Geophysical survey |
| 25 | RL Survey. |
| 26 | Report of Work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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