Tender For Providing Drilling And Erection Of 200 Mm Dia New Borewell With Submersible Pumpset Cum Epl And Construction Of New Pump Room In Velliyangudi Panchayat (Gf-2026-2027)
Tender Value
10.75 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
16 days left
EMD
11000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Cuddalore → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Drilling And Erection Of 200 Mm Dia New Borewell With Submersible Pumpset Cum Epl And Construction Of New Pump Room In Velliyangudi Panchayat (Gf-2026-2027)
BOQ
| Sl. No. | Item Description |
| 1 | Geophysical Survey charges |
| 2 | Drilling of bore well in alluvial soil sedimentary strata of clay and sand stone, shale, pebbles, boulders etc., by first taking a pilot bore of 140mm/ 150mm/ 200mm dia and then enlarging to required dia by direct or or reverse rotary mud circulation method, using contractor’s rig, fuel, labour, drilling, at the site shown by the Departmental Officers including construction of mud pit and transportation (Water available within a lead of 1.5Km) using Rotary Rig. a) Drilling of 140/150/200mm.Pilot bore.Upto 60m depth ending below G.L |
| 3 | From 60m and upto 90m depth ending from G.L |
| 4 | From 90m and upto 120m depth ending fromG.L |
| 5 | Reaming from 140/150mm dia pilot bore to 300 mm dia Bore as directed by Departmental officers.Upto 60m depth ending below G.L.Upto 60m depth ending below G.L |
| 6 | From 60m and upto 90m depth ending from G.L |
| 7 | From 90m and upto 120m depth ending fromG.L |
| 8 | Reaming from 300 mm dia pilot bore to 400 mm dia depth ending below G.L |
| 9 | From 60m and upto 90m depth ending from G.L |
| 10 | From 90m and upto 120m depth ending fromG.L |
| 11 | Electrical Logging charges for bore well |
| 12 | 200mm dia OD PVC Plain Pipe CS |
| 13 | 200mm dia OD PVC Plain Pipe CM |
| 14 | 200mm OD PVC slotted casing pipe |
| 15 | 200 mm dia Bottom Dummy |
| 16 | Borewell Top Cover |
| 17 | Labour charges for inserting PVC casing pipes (With slots or without slots) in the drilled hole including jointing the pipes, supplying and packing the annular saace with pebbles of size and quality as approved by the department officers.200 mm dia Bottom Dummy |
| 18 | Charges for developing the bore well with aire compressor of 450cfm/600cfm capacity ( minimum 8 hours ) including transportation labour and fuel charges for compressor as directed by the Department Officers as directed by the Departmental Officers and conducting yield test by “V” Notch methods. |
| 19 | Provision for Borewell Protection Arrangements |
| 20 | Three phase Submersible Pumpset 7.50 HP with duty of 100 LPM X 125 m Head |
| 21 | 3 Phase 10 HP Panel Board with Star Delta and Two level Guard |
| 22 | 4.00 Sq.mm Submersible Cable |
| 23 | 63mm HDPE HOSE |
| 24 | 50 mm dia SS Nipple |
| 25 | 50 mm dia MS Clamp Set |
| 26 | 50 mm dia GI Flange Set |
| 27 | 50 mm dia Flange Leather |
| 28 | 100 A Fuse Unit |
| 29 | Earthing set with GI Pipe,GI wire,Bolt and Nuts |
| 30 | Wooden Board 90 cm X 60 Cm |
| 31 | Labour charges for Erection of Submersible Pumpset including cable Jointing fixing of Starter, Fuse Unit and all Other accessories etc.,completed Above 5 to 10 HP |
| 32 | Pump Room.Earthwork excavation in all classes of soils and depositing on bank with an initial lead and lift such as sand or other loose soil, wet sand not under water silt and ordinary soil, sandy loom, and hard stiff, black cotton soil, red earth, earth mixed with |
| 33 | Filling with M.sand into foundation and basement including cost and conveyance of all materials to work site and all labourcharges for filling, watering etc., complete. |
| 34 | CC 1:4:8 mix using 40mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying and watering etc., complete. |
| 35 | Brickwork in CM 1:5 mix using country bricks of standard size including cost and conveyance of all materials to work site and including all labour charges and all incidential charges etc., complete. For Superstruture. |
| 36 | Supplying and erriecting, centring for plane surfaces structures such as RCC slab, beam etc., inlcuding strutting upto 3m height using mild steel sheets of size 90cm x 60cm x and B.G 10 stiffened with M.s angles of size 25 mm x 25mm x 3mm for boarding lai |
| 37 | Reinforced Cement concrete 1:1.5:3 mix using 20mm ISSHBG metal from approved sources including cost and conveyance of all materials to work site and all labour charges for mixing, laying, and watering etc., complete. Above basement |
| 38 | Supply and fabrication of steel including cost and conveyance of steels to worksite including labour for cutting, jointing and welding if necessary including all labour charges for dying with binding wire etc., complete. |
| 39 | Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work. |
| 40 | Plastering in CM 1:5 ,12mm thick including cost and conveyance of all materials to work site and all labour charges etc., complete. |
| 41 | Flooring with Granolithic flooring to 25mm thick using CC 1:2:4 mix using 20mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges etc., complete. |
| 42 | Supplying and painting the walls with two coats of oil bound distemper over one coat of water based cement primer including cost for distemper, primer, cleaning and scrapping the walls, rendering the walls smooth with necessary putty, brushes, scaffolding arrangements, labour charges, etc., as per standard specification. (The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work). |
| 43 | Painting two coats with ready mix paint of approved colour and trade for doors & windows including cost and conveyance of all materials and all other labour charges etc., complete. |
| 44 | Painting two coats with New Iron Work of approved colour and trade for doors & windows including cost and conveyance of all materials and all other labour charges etc., complete. |
| 45 | Supplying Steel Door as per standard specification Door 0.90X2.10 m |
| 46 | Towards cost and supply of RCC Jolly of size 0.45*0.45m |
| 47 | EB Connection Charges |
| 48 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001etc.,completed |
| 49 | Supply of unplasticised PVC rigid 4kg pipes as per BIS 4985/2000 with ISI Marking to site of works |
| 50 | Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc |
| 51 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. |
| 52 | 63mm PVC Bend |
| 53 | 63mm PVC TEE |
| 54 | 63mm PVC End Cap |
| 55 | Provision for Name Board |
| 56 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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