Tender For Provision Of Borewell At P-5 Bunglow In Zone Iii At Jaipur Mil Stn
Tender Value
29.95 Lakhs
Estimated cost
Bid Submission
20 Nov 2026
10 days left
EMD
59900
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provision Of Borewell At P-5 Bunglow In Zone Iii At Jaipur Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ 82598/E8 BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: CWE JAIPUR Name of Work: PROVN OF BOREWELL AT P-5 BUNGLOW IN ZONE III AT JAIPUR MIL STN CA NO: CWE/JPR- OF 2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevant columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # NUMBER # SNo Item Description Item Code / Make Qty Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Conversion against each Item Quoted Currency in INR / Other Currency Rate in Figure Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT With Taxes Rate in Words Total Amount |
| 2 | Mobilisation of accessories /tools/ plants /equipment as per IS 2800 (Part 1) 1994 for construction of borewell of 450-500 mm dia bore hole using Rotary/Reverse rotary Drilling Method (Direct Circulation Method) with all minor accessories at site complete all as specified and directed. Note: The quoted rate shall be inclusive of shifting the accessories/ tools/ plants/ equipment from one site to other for subsequent boring. |
| 3 | M & L for trial bore of 200 mm bore upto 200 mtr depth below ground level in any type of strata including hard stone/ boulder with DTH system complete all as specified and directed. Note : - The quoted rate shall deemed to be inclusive of following : (i) If the trial bore hole found fit then digging upto required depth below GL shall be continue. (ii) If trial bore hole not found fit, the same filled up properly with excavated material and another trial bore hole shall be digged at the place as directed by Geological expert through electric loggist test without any extra cost to the state. (iii) Contractor shall submit strata details in both cases to the Engineer-in-charge. |
| 4 | Widening of above trial bore hole of 450-500 mm dia by Rotary/ Reverse rotary Drilling Method (Direct Circulation Method) as described in IS: 2800 (Part I): 1991 in any kind of soil strata including hard stone/boulder upto 200 metre depth below ground level, including compound/ powder like valmite, bentonite solution, local silty clay, hard stone etc. to be required as per the site condition including collecting samples from different strata, preparing and submitting strata chart/ bore log all complete all as specified and directed. |
| 5 | Resistivity variation studies in bore hole drilled by electric logging of pilot bores by expert of Geology division to know the potential and temperature probes of drinking water by approved agency duly collaborated with strata chart/bore log, location of water layer, location of strainer pipes, submitting of Report including its interpretation by a qualified Hydrologist/ground water expert complete all as specified and as directed. Note : Strata chart/ bore log chart at A3 paper and laminated the paper should be submitted to Engineer-in-charge in triplate otherwise payment will not proceed. |
| 6 | M & L for strata sample box of hard wood (Sal/Basum) of size 40 cm x30 cm x 20 cm for collection of different strata sand particle complete all as specified and directed. |
| 7 | Material and labour for conducting test on Tube well for yield after developing including draw down test, vertically test, aquifers performance test including arrangement for all T&P required for testing complete all as specified and directed. Note : Yield test report should be submitted to Engineer-in-charge in triplate otherwise payment will not proceed. |
| 8 | Supply, assembling, lowering and fixing in position 200 mm nominal dia (8 inch) ERW MS black pipe plain assembly MS casing pipe wall thickness of 8 mm including welding of pipe at site including supply of all labour, equipments and materials all around welded with 3 Nos stiffeners of flat iron 40 x 6 mm, 628 mm complete all as specified and directed. |
| 9 | Supply, assembling, lowering and fixing in position 200 mm nominal dia (8 inch) ERW MS black pipe 200 mm bore, 8mm thick slotted pipe laid down and with all necessary fittings including supplying all labour, equipments and materials all around welded with 3 Nos stiffeners of flat iron 40 x 6 mm, 628 mm long complete as per IS and specified and directed. Note:- Location and length of the strainer pipe shall be as per electro logging result. |
| 10 | S&F mild steel bail plug assembly suitable for 200 mm bore casing pipe internal threaded with strong iron hook, screwed and welded to casing pipe as per IS 2800 complete all as specified and directed. |
| 11 | S & F steel housing clamp of 200 mm long 100 mm wide made out of 6 mm thick GI plate made of shape for 200 mm bore casing pipe including necessary bolts & nuts of required size complete all as specified and as directed. |
| 12 | S & F mild steel centre guide patti set of 150 mm wide made of 20 mm thick MS plate, 900mm long made of shape for 200 mm bore casing pipe fitted with every pipe for centering including necessary bolts & nuts of required size complete all as specified and as directed. |
| 13 | Supplying, designing, packing gravel (hard, insoluble and roughly rounded) of particle size ranges (1.5 mm to 8 mm) to the tube well in accordance with IS: 4097 as per the site requirement complete all as specified and as directed. |
| 14 | Material and labour for disinfection of bore well as per IS 2800 (Part 2): 1991 using 200 milligrams of powdered chlorine compound per litre of water present in the well and left in the well for at least 8-12 hours to ensure elimination of any bacteria complete all as specified and as directed. |
| 15 | Developing of tube well by means of compressed air with diesel engine operated air compressor for each till free flow of water in well is obtained and till sand free clear potable water with sand content upto 10 PPM is obtained and yield not less than 20000 LPH is obtained and tested for following duration to get maximum yield and discharge including supply of yield test result complete all as specified and directed.Note : Above rate is inclusive of DHPP and all necessary Tool and Plant. |
| 16 | Carrying out Chemical and biological testing of water sample of untreated water for all parameters mentioned in Table 1 to Table 6 of IS 10500: 2012 from any govt approved Lab/ NABL lab approved by the GE complete all as specified and as directed. |
| 17 | S&F pressure gauge 0-14 Kgs rating with isolation cock suitable for a working pressure of 7 Kg/cm² (Liquid based High Intensity) complete all as specified and directed. |
| 18 | Supply and laying or fixing or passing through pipe PVC sheathed copper conductor stranded submersible flat cable cores 1100 volt grade 6 Sqmm 3 core including jointing material, cable from casing pipe to LT panel should be passed through suitable size HDPE pipe and connection work complete all as specified and as directed. |
| 19 | Supply lowering and fixing GI Medium grade column pipe both end flanged of 50 mm dia bore fixed with each other via rubber gasket, nuts, bolts complete all as specified and directed. |
| 20 | Material and labour for PCC (1:2:4) type B1 using 20 mm graded stone aggregate, for construction of platform of size 1.00m x 1.00m x 0.60m (0.30 M below normal ground level and 0.3 M above ground level) with drain out arrangement and and for making good the disturbed portion of road / floor/ platform etc including necessary excavation, returning filling, removing of surplus soil and form work for Tube well casing pipe all as specified and directed. |
| 21 | Supply, installation, testing and commissioning, lowering of submersible pump, electric driven 415 V, suitable for (Casing pipe size 200/150 mm), head range 110-120 Mtr, 10 HP discharge upto 10000 LPH complete all as specified and directed. |
| 22 | Supply and fixing GI water tubing 50 mm bore, medium grade with all fittings (such as bends, elbows, tees, short plugs and union etc.), laid in trenches and connected with existing by cutting/ jointing complete all as specified and as directed. Note : During laying GI pipe, the interlocking tile/ hard standing will be remove the safely and after completion of work the surface should be finished in same manner as per existing by fixing the interlocking tile properly are inclusive in above quoted rate. |
| 23 | Supply and fixing dual plate non return valve size of 50 mm dia both ends flanged heavy duty, including jointing materials, nut bolts washer etc and testing complete all as directed. |
| 24 | Supply and fixing 50 mm bore butterfly valve for main pipe and wash out pipe complete all as directed. |
| 25 | Excavation in trenches n exc 1.50m wide n exc 1.50m deep and getting out any type of soil complete all as specified and as directed. |
| 26 | Returning filling including spreading levelling, watering and well ramming in layers n exc 25cm thick complete all as specified and as directed. |
| 27 | Removing excavated material n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed. |
| 28 | Supply & spreading in trenches dry river sand cushioning to underground cable in trenches including spreading, levelling hand punning down complete all as specified and directed Note:- Depth of sand cushioning will be measured after punning down and levelling the sand properly. |
| 29 | Supplying and laying un-reinforced precast concrete cable cover, class LV, type 1 with peak, size 250mm x 150mm x 40mm along length of cable in trenches after sand cushioning laid for underground cable protection complete all as specified and as directed |
| 30 | Supply, laying and testing of cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) with stranded aluminium conductor, 1100 Volts grade, cross sectional area 25 Sqmm 3.5 core complete all as specified and directed by Engr-in Charge. Note : During laying GI pipe, the interlocking tile/ hard standing will be remove the safely and after completion of work the surface should be finished in same manner as per existing by fixing the interlocking tile properly are inclusive in above quotated rate. |
| 31 | S&F New outdoor Canopy type weather proof IP 54 LT panel board front opening hinged typed, double door with locking arrangement, made out Out door of 3.15 mm thick CRCA sheet and indoor sheet of 2 mm thick CRCA sheet steel factory fabricated with powder coating with heat shrinkable PVC sleeves with colour code RYBN placed on insulators. The Aluminium bar RYBN having capacity is 1.5 times of main incomer MCCBs. The panel board shall be mounted 60 cm above ground level on a form work made out of MS channel of size 75 x 40 cm grouted on PCC Platform and channel should be painted before fixing panel. The sides of the form work shall be covered with suitable sheet and complete with necessary excavation PCC foundation, suitable cable glands for cable entry, cable lugs etc. The panel board shall be suitable for scada compatible housed with the following items:- (For Borewell )(i) 4 Pole on load changeover switch 63 Amp (Main Incoming)-1 Nos (ii) 4 Pole MCCB 63 Amp with rupturing capacity 25 KA (Main Incoming)-1 Nos (iii) 4 Pole MCCB 20 Amp with rupturing capacity 16 KA (Outgoing)- 3 Nos (iv) Selector switch with control wiring for PLC Scada compatible for VFD starter for auto/ manual on / off and green & red flush 1NO + 1 NC push button - 01 Nos (v) Multifunctional meter for Volt meter and amp meter.(vi) Phase indictor lamps LED type set of three (RYB) - 01 Set(vii) heavy duty AC VFD starter of 3 phase 415 volt for 7.5 kw to 11.0 kw Motor. |
| 32 | Material and labour for Earthing complete with Galvanised steel earth plate electrode 600 X 600 X 6 mm thick burried directly in ground [earth pit not less than 2.25 m deep below ground level] with top edge of plate not less than 1.50 m below normal ground level connected to 25 X 3 mm GI Strip [Earth Lead] and GI pipe 50 mm, Medium Grade for earthing lead protection to the extent of maximum 7.5m, Earth Plate Electrode surrounded by 150mm thick packed layers of Charcoal and Common Salt filled in alternate layers, connected to the plate by means of GI Bolts & Nuts complete all as per Electrical plate No. 3 of SSR Part – I, connected to panel / DB including testing on completion including main earthing, Charcoal, Common Salt, PCC [1:2:4, Type B1] Pit with RCC 1:2:4, Type B1 Cover, 50 mm thick with 6 Nos, 8 mm dia TMT bars in both ways, MS frame made with 40 X 40 X 6 mm Angle Iron, MS Funnel with 20 mm bore, medium grade GI Watering pipe, wire mesh, earth work excavation, return filling, removal of surplus soil etc. complete all as specified and directed. |
| 33 | Supply, installation and testing water meter with encloser and water resistant IP 65 as Bulk Enclosed Type, C.I. Body, IS:2373, Flanged Ends, Class A Water meter of 50 mm dia with water pipe line complete all as specified and directed. Total in Figures 0.0 0.0 0.0 Quoted Rate in Figures Select 0.0 0.0 Zero Only 0.0 Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender