Tender For Providing New Deep Borewell At Kamarajar Nagar Ward No.06 In Virudhachalam Municipality
Tender Value
20 Lakhs
Estimated cost
Bid Submission
13 Aug 2026
8 days left
EMD
20000
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
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing New Deep Borewell At Kamarajar Nagar Ward No.06 In Virudhachalam Municipality
BOQ
| Sl. No. | Item Description |
| 1 | Geological survey for Locating bore well point by engaging approved Geologist and furnished detailed report for bore well soil strata and electrical logging charges etc. complete |
| 2 | Drilling of borewells of size 140/150mm in sedimentary formation strata of clay and sand stone shale pebbles etc. enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, laboure charges, drilling bentonite and water required for drilling at site etc. complete including construction of mud pit.up to 60m depth |
| 3 | Drilling of borewells of size 140/150mm in sedimentary formation strata of clay and sand stone shale pebbles etc. enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, laboure charges, drilling bentonite and water required for drilling at site etc. complete including construction of mud pit.from 60m up to 90m |
| 4 | Drilling of borewells of size 140/150mm in sedimentary formation strata of clay and sand stone shale pebbles etc. enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, laboure charges, drilling bentonite and water required for drilling at site etc. complete including construction of mud pit.from 90m up to 120m |
| 5 | Drilling of borewells of size 140/150mm in sedimentary formation strata of clay and sand stone shale pebbles etc. enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, laboure charges, drilling bentonite and water required for drilling at site etc. complete including construction of mud pit.from 120m up to 150m |
| 6 | Drilling of borewells of size 140/150mm in sedimentary formation strata of clay and sand stone shale pebbles etc. enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, laboure charges, drilling bentonite and water required for drilling at site etc. complete including construction of mud pit.from 150m up to 180m |
| 7 | Drilling of borewells of size 140/150mm in sedimentary formation strata of clay and sand stone shale pebbles etc. enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, laboure charges, drilling bentonite and water required for drilling at site etc. complete including construction of mud pit.from 180m up to 210m |
| 8 | Reaming 140/150 mm dia pilot bore to 300mm dia boreas directed by the TWAD Board Officer.up to 60m depth |
| 9 | Reaming 140/150 mm dia pilot bore to 300mm dia boreas directed by the TWAD Board Officer.from 60m up to 90m |
| 10 | Reaming 140/150 mm dia pilot bore to 300mm dia boreas directed by the TWAD Board Officer.from 90m up to 120m |
| 11 | Reaming 140/150 mm dia pilot bore to 300mm dia boreas directed by the TWAD Board Officer.from 120m up to 150m |
| 12 | Reaming 140/150 mm dia pilot bore to 300mm dia boreas directed by the TWAD Board Officer.from 150m up to 180m |
| 13 | Reaming 140/150 mm dia pilot bore to 300mm dia boreas directed by the TWAD Board Officer.from 180m up to 210m |
| 14 | Reaming 300 mm dia pilot bore to 400mm/ 450mm diabore as directed by the TWAD Board Officer.as directed by the TWAD Board Officer.up to 60m depth |
| 15 | Reaming 300 mm dia pilot bore to 400mm/ 450mm diabore as directed by the TWAD Board Officer.as directed by the TWAD Board Officer. from 60m up to 90m |
| 16 | Reaming 300 mm dia pilot bore to 400mm/ 450mm diabore as directed by the TWAD Board Officer.as directed by the TWAD Board Officer. from 90m up to 120m |
| 17 | Reaming 300 mm dia pilot bore to 400mm/ 450mm diabore as directed by the TWAD Board Officer.as directed by the TWAD Board Officer.from 120m up to 150m |
| 18 | Reaming 300 mm dia pilot bore to 400mm/ 450mm diabore as directed by the TWAD Board Officer.as directed by the TWAD Board Officer.from 120m up to 150m |
| 19 | Reaming 300 mm dia pilot bore to 400mm/ 450mm diabore as directed by the TWAD Board Officer.as directed by the TWAD Board Officer.from 120m up to 150m |
| 20 | Supply and delivery of un plasticised for 200mm dia. CM Blue plain PVC pipes ( 81m to 250m )with socket ends and centering guides for every 15mtr length of pipe as per is 12818/92 and as amended from time to suit deep bore well up to 80m dept (CM) for delivery at site etc. |
| 21 | Supply and delivery of un plasticised for 200mm dia RS Blue Slot in PVC pipes with socket ends and centering guides for every 15mtr length of pipe as per is 12818/92 and as amended from time to suit deep bore well up to 80m dept (CM) for delivery at site etc., |
| 22 | Supply and delivery of 200 mm pvc end cap etc., as per standard specification. |
| 23 | Laboure charges for inserting PVC Casing pipe assembly (with slot or without slot )in the drilled hole including jointing the pipe with PVC Coupler with cement pasteetc., complete, supply and packing the annular space with pebbles of size and quality as approved by the Engineer. |
| 24 | Charges for developing the Bore well with air compressor of 600 CFM Capacity (Minimum 8 Hours ) including from sportation labour and fuel charges for compressor as directed by TWAD officers and conducting yeild test by 'V' Notch method , 150mm dia bore reming should be done up to 300mm dia |
| 25 | Supply and delivery of THREE PHASE SUBMERSIBLE PUMPSET SUITABLE FOR 150MM DIA BOREWELL AS PER IS 8034/2002 WITHOUT PANEL BOARD TYPE 25 HP, 20stage, Discharge: 100 LPMX225 M , TEXMO of clear water vertical wet type submersible pumpset suitable for 150mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 StarRated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 % |
| 26 | Supply and delivery of Pannel Board with Star-Delta starter 25HP confirming to IS 13947 and IEC60947-1 suitable KW rating for operation in AC/ Three Phase/50HZ (+/- 5%) and 415V (+/- 10%) including 3 pole magnetic contactor with under voltage release - 3 nos., CT operated Ammeter (65 mm dia) with suppressed scale, Voltmeter (65mm dia), Voltmeter selector switch, Miniature circuit breaker, Thermal Overload relay, Air Break contactors suitable for next Standard higher KW rating, Single phasing preventor, dry running preventor and On/Off Push button witches, wiring with 1 sq.mm/4 sq. mm copper pvc insulated cable, powder coated vermin proof box,including the capacitor (the cost of capacitor is to be taken separately) |
| 27 | Supply delivery of PVC insulated and sheathed 6.0 sq.mm 3 core flat type copper cable confirming to IS 694/1990 |
| 28 | Supply and delivery of 90mm dia HDPE pipes PN 12.5 class-PE100 conforming to IS 4984 .including all cost of materials,labour,conveyance,etc..,complete as directed by the departmental officers. TWAD SOR 2025-26 Page No.25 |
| 29 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification. 200mm GI bore top cover |
| 30 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification. 80mm clamp set |
| 31 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification. 80mm G.I.bend |
| 32 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification.80mm G.I. H. Nipple |
| 33 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification.80mm GI flange set |
| 34 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification.80mm GI pipe |
| 35 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification. 80mm NRV |
| 36 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification. 80mm GI Tee |
| 37 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification. 90mm MTA |
| 38 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification. 140mm x 90mm dia GI Reducer |
| 39 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification. 80mm dia GI Couppling |
| 40 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification. 80mm dia G.M Gate Valve |
| 41 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification.100mm x 80mm dia Flange set |
| 42 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification.100mm Rubber Sheet for Flange |
| 43 | Supply and delivery of following GI and PVC pipes and specials etc., as per standard specification.Bolt and Nuts |
| 44 | Laboure charges for the erection of submercible pumpset 25 HP in borewell including fixing and jointing submersible cable wiyh proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches, starter, voltmeter, Ammeter, three pilot (indicating) lamps, capasitor, single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules, etc., complete and testing the pumpset and trail run for 10 days. |
| 45 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed and cleaning and levelling the site etc., complete - Narrow Foundations - First Depth 2.00m |
| 46 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 47 | Plain Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. |
| 48 | Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification. |
| 49 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9\\"X43/8\\"X 23/4\\" standard specification including finishing, curing, etc., complete complying with standard specification (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost)- Ground Floor |
| 50 | Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC M20 concrete using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with 50mm thick slab (using 20mm HBGS Jelly) |
| 51 | Manufacturing supplying and fixing of MILD STEEL Window made out of 40 x 40 x 6 mm M.S angle for outer frame, 35 X 35 X 5mm M.S.Angle for outer frame of shutter. The entire shutter area shall be covered with CRC sheets ( 18 G ) with 5Nos,of stiffners using M.S.Flats of size 25 X 6mm at equal intervals horizontally. The corners of the frames and shutter with CRC sheets shall be welded by adopting flash butt welding or any other suitable method. Provision towards 3Nos, of Hinges incase of single shutters / 6Nos,of Hinges incase of Double shutters of 125 X 31 X 1.25mm size placed at appropriate intervals and provisions shall be made for Tower bolts 2Nos, Aldrop 1No. The frame shall be provided with 6Nos,of Hold fast of 200mm length using 50 X 6mm M.S.Flat. The entire frame and shutter shall be provided with one coat of red oxide primer including cost of hold fasts,hinges, locking arrangements, handles wind appliences etc., complete and as directed by the departemental officers. |
| 52 | Plastering with cement mortar 1:5 (One cement and five plastering sand (P- Sand)) 12mm thick in all floors including cost and conveyance of all materials to site etc,complete as per standard specifications |
| 53 | Painting two coats of newly plastered wall surface with approved cement paint over cement plastered wall surface, ceiling and including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required and cost of painting materials, brushes, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the departmental officer |
| 54 | Painting the new iron work with two coats of best pproved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat and including cost of painting materials, brushes, putty, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the departmental officer. |
| 55 | Earthing as per P.W.D. standard with an earth electrode of 2Mtr. Class 'B' GI pipe of dia not less than 32mm complete with necessary masonry work. etc, complete as per standard specifications SD 234 |
| 56 | Supply and run of 2 of No.8 SWG GI wire for guarding with cradle with No.8 SWG GI wire at the equal interval of 1.5m etc, complete as per standard specifications SD.75 |
| 57 | Supply and run of 2 of 4s q.mm PVC insulated SC unsheathed FRLS copper conductor of 1100V grade insuitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 4sq.mm copper wire and making goodof the concealed portion with suitable colour |
| 58 | Supply 32mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron up right and end supports for mains SOR 2025-26 |
| 59 | Supply and fixing of TNEB Board suitable for 3 Phases 63A service connection made up of suitable angle iron frame work of size 2 feet x 1 1/2 feet using angle iron of size 1 1/2\\" x 1 1/2\\" x 1/4\\" rigidly fixed on wall covered with hylem sheet of size 2 feet x 1/2 feet of 6mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos 63A fuse units(500V) 1 No. Neutral link, copper earth flat of size 1\\" x 1/4\\" with inter connection of EB meter to fuse units by 7/16 PVC insulated copper wire with earth connection complete.SD 129 |
| 60 | Road Cutting the Existing Cement Concrete Road Surface for Removing and new pipe line work in main and distribution line including all labour charges etc., complete |
| 61 | Earth work excavation and depositing on bank with an initial lead of 10.0 m and lift of 2.0 m in all types of strata for laying of 90MM PVC pipes with the standard trench width as per Board Circular No.28/AE10/P&D/2001 dt 1.10.2001 and JCE(P &D)Lr. No LM/AE10/P &D /2001 dt 22.11.2001.(0.60m x 1.05m)TWAD BOARD SOR 2021-2022 P.No. 275 |
| 62 | Supplying and Delivery of the following HDPE PIPES - PE 100 PN - 10 AS PER IS 4984/2016 of best approved quality conforming to ISS including cost of all materials, labour, transportation etc., complete complying with standard specification.(TWAD SOR 2025-2026 Pg No-16 Uniq code No: WD-M0188) |
| 63 | Supply , delivery and fixing of HDPE specials (lining and coated) at site etc., complete as directed by Engineer in charge.(TWAD SOR 2025-2026 Pg No-20 Uniq code No: WD-M0286) |
| 64 | 90mm PVC 6KSC Bend |
| 65 | 90mm PVC 6KSC Tee |
| 66 | 90mm PVC 6KSC Coupping |
| 67 | Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers (TWAD SOR 2025-2026 Pg No-192 Uniq code No: WD-W0430) |
| 68 | Refilling excavated earth for 90mm PVC PIPE other than sand complying with standard specification.including materials, labour for filling charges,consolidation etc. complete as directed by the departmental officers. TWAD BOARD SOR 2021-2022 P.No. 275 |
| 69 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. |
| 70 | Add GST 18 % Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 05, 2026
11:30 IST
Tender Published
Tender notice published.
TodayAug 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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