Tender For Drilling Of Borewell At Quedem In Village Panchayat Barcem- Quedem Of Quepem Constituency.
Tender Value
13.68 Lakhs
Estimated cost
Bid Submission
29 Sep 2026
3 days left
EMD
27364
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Drilling Of Borewell At Quedem In Village Panchayat Barcem- Quedem Of Quepem Constituency.
BOQ
| Sl. No. | Item Description |
| 1 | Conducting Electrical Resistivity Sounding for ground water feasibility & locating borewell around the proposed area and interpret the available data with respect to the geological condition around the site, including submission of report with topography, geology, ground water feasible zone, type of feasible well, depth, casing pipe, size of borewell, expected yield etc. complete including transportation and labour charges. |
| 2 | Transportation from one drilling site to the next site of the down the hole hammer drilling rig. along with the compressor supports truck all the allied drilling instruments diesel and oil barrels drilling screw and laborers for all leads. |
| 3 | Setting of drilling rig on the drilling site and its shifting after completion of bore wells drilling 203/150mm dia bore hole in all types of starta up to a maximum depth of 100mts and collecting and supplying representative simple of all soil rock strata encountered during drilling etc. complete. Over burden drilling 203mm dia and drilling through rock should be 150mm dia. |
| 4 | Development of borewell using air compressor air/back washing for a period of and less than hours until all lines are flushed out and steady discharge is attend & measuring the well discharge on 90 degree V notch or with a barrels and stop watch. tube wells by uo to compressed air/back washing for a minimum period of two hours and all fines are flushed out including equipment for re-drilling and its removal after completion. |
| 5 | Providing 150mm (6\\") dia. G.I.pipes Medium grade (Class B) conforming to IS 1239/1973 for casing pipe including seam collar coulping etc. complete and lowering the casing pipes in the drilling holes during drilling including fixing the pipe with socket of welding etc. complete. |
| 6 | Providing and fixing threaded well cap of cast iron/G.I suitable for 150mm (6) dia casing pipes bore wells as directed. |
| 7 | Supply of 2 core unarmoured PVC/XLPE insulated PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) IS:7098(Part I) with latest amendments of following size |
| 8 | 2 Core 6 sq.mm |
| 9 | Supply & installation of Submersible Cable 2.5 sq.mm, 3 core. |
| 10 | Supply and installation of service wire 6 sq.mm 2 core. |
| 11 | Earthing with GI earth pipe 2 mts long 40 mm dia medium class with ISI markof approved brands including accessories and providing special protective masonry chamber as per enclosed drawing ( to be paid extra)( without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation of pit of size 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) Class B GI pipe 40mm diameter as per specifications. c) Charcoal/salt as per specs ( paid seperately). d) Refilling the pit of size 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe. g)watering arrangement(plumbing will be paid seperately) |
| 12 | In soily strata( Masonry chamber not included) |
| 13 | Extra for using salt and charcoal for pipe earth electrode as required( 65 Kgs of Charcoal and 5 Kgs of Salt). |
| 14 | Supplying and laying 6 SWG GI wire at 0.5 m below ground level for conductor earth electrode including soldering etc. as required |
| 15 | Supply and installation of UPVC Column pipe suitable for borewells having one and bell and other and sockted. 40 mm dia |
| 16 | Providing and installation of CI top adaptor with flange connector for connecting pump to the column pipe. 40 mm dia |
| 17 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight carting loading and unloading stacking transit insurance etc. complete Conforming to IS: 4985-2000 and bearing ISI mark Class 6 kg/cm2. |
| 18 | 90mm dia |
| 19 | Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight carting loading and unloading and stacking etc. complete. |
| 20 | Elbow PN 6 (6kg/cm2) |
| 21 | 90mm dia |
| 22 | END CAP ( Plain ) PN 6 (6 kg/cm2) |
| 23 | 90mm dia |
| 24 | Tee PN 10 (10kg/cm2) |
| 25 | 90mm dia |
| 26 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches, drain not exceeding 1.5m in width 10 sq.m on plan including dressing of sides ramming of bottoms for all lead and lift including setting out the excavated soil & disposal of surplus soil with all lead including providing barricading danger lighting guarding as directed by departmental officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix A to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting prohibited in all conglomerates as directed by the Engineer-in-charge etc, complete. |
| 27 | Conveying carefully from stack at site 250m from both sides rolling and lowering in trenches laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge |
| 28 | 90mm dia |
| 29 | Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3 including hydraulic testing of joints as directed by the engineer in-charge. |
| 30 | 90mm dia |
| 31 | Refilling the pipeline/foundation trenches plinth sides foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 32 | Supply and installation of automatic based control panel for 5 HP submersible pump consisting of (1) floor mounted, flush front compartmentalized panel box made out of 1.5mm CRCA sheet. The panel box should be dust and vermin proof, double door with locking arrangement and conopy at top having IP-65 class of protection suitable for operation on 440V, 50 Hz, 3 phase. The panel shall be powder coated with RAL7032 colour. It shall be mounted on an angle iron frame at a height of 30 cm from the ground having provision for cable entry from bottom. The switchgear and other accessories of reputed make and comprising of following items1 No. of 3A, 10 KA, TP MCB1 No. of sealable space for kwh meters1 No. of DOL starter for 5 HP pump1 No. of TPN MCCB 32 Amps1 No. of capacitor 3 kvar1 No. of Voltmeter 500 volts with selector switch1 No. of ammeter 30 amps3 Nos. of RYB indicating bulbs3 Nos. of control MCB 6 ampsThe starter shall have an automatic timer to work for pre determined time each day. There should be a changeover switch option to defeat predetermined timings and to manually operate the pump as per need. the system shall have the safeties such as (a) phase failure and voltage unbalance protection (b) dry run protection (c) phase sequence protection (d) overloading protection The system shall have the indications such as (a) pump on (b) Overload (c) under current (d) phase failure/ unbalance. |
| 33 | Supplying of 4'' dia 5 H.P. submersible pump of KSB make The pump shall be suitable for installation in borewell. The pump shall be supplied with pump motor coupling strainer and built in non return valve. The pump set having shall be suitable to operate on 390-440v, 3 phase,50Hz A.C. electric supply. Pump should discharge 4m3/hr at 150 metres head. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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