Tender For Providing Additional Amenities In Government Arts And Science College At Periyavalayam Village Of Jeyankondam In Ariyalur District.
Tender Value
35 Lakhs
Estimated cost
Bid Submission
09 Oct 2026
8 days left
EMD
35000
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
Ariyalur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Additional Amenities In Government Arts And Science College At Periyavalayam Village Of Jeyankondam In Ariyalur District.
BOQ
| Sl. No. | Item Description |
| 1 | Drilling of Borewells anywhere in Tamilnadu includingtransportation from one place to another with in Tamilnaduin alluvial soil sedimentary strata of clay and sand stone shalepebbles boulders etc. By first taking a pilot bore of 140mm/150mm dia and then enlarging to required dia direct orreverse rotary mud circulation method using rotary rigs, fuel,labour and drilling bentonite and water required for drillingat site ( Site will be shown by the TWAD Board Officers)including construction of mud pit. |
| 2 | Upto 60 m Depth ending below ground level |
| 3 | From 60 m upto 90 m Depth ending fromground level |
| 4 | From 90 m upto 120 m Depth ending fromground level |
| 5 | From 120 m upto 150 m Depth ending fromground level |
| 6 | From 150 m upto 180 m Depth ending fromground level |
| 7 | From 180 m upto 210 m Depth ending fromground level |
| 8 | From 210 m upto 230 m Depth ending fromground level |
| 9 | Reaming 140/150 mm dia pilot bore to300mm dia bore as directed by the TWADBoard Officer |
| 10 | Upto 60 m Depth ending below ground level |
| 11 | From 60 m upto 90 m Depth ending fromground level |
| 12 | From 90 m upto 120 m Depth ending fromground level |
| 13 | From 120 m upto 150 m Depth ending fromground level |
| 14 | From 150 m upto 180 m Depth ending fromground level |
| 15 | From 180 m upto 210 m Depth ending fromground level |
| 16 | From 210 m upto 230 m Depth ending fromground level |
| 17 | Labour Charges for inserting PVC Casing pipes assembly (withslots or without slots) in the drilled hole including jointing thepipes with PVC Couplers with Cement paste etc., completesupply and packing the annular space with pebbles of size and quality as approved by the executive engineer. |
| 18 | Supply of 160mm dia PVC casing pipes With and without slotetc., complete complying as directed by the departmental officers as per standard specification. |
| 19 | Without slot |
| 20 | With slot |
| 21 | Supplyig and fixing of 160 mm dia PVC end cap for casing pipe etc., complete complying as directed by thedepartmental officers as per standard specification. |
| 22 | Supply of 5 HP with - 3 phase( 100 lpmx 50 m) Submerssible Pump with Panel board approved make conforming to ISI.including cost of all accessories, transportation charges,labourcharges for erecting and fixing the motor in positiontesting as directed by the Departmental Officers completecomplying with standard specification. The quality andstandard of product should be got approved by theDepartmental Officers before erecting. NecessaryWARRANTY CARD should be produced before erection of Motor. |
| 23 | Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersiblecable withproper clamps upto the starter to required depthand also fixing of riser pipes to the required depth valveserection clamps, pressure gauges upto the exterior wall ofpump room and erection of panel board consisting of TPICN switches starter,voltmeter, Ammeter, three pilot (indicating) lamps capacitor 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. |
| 24 | Supplying of 56/0.3 ( 4.0 sq.mm ) PVC insulated andsheathed 3 core flat type finolex Electrical cable etc.,complete complying as directed by the departmental officersas per standard specification. |
| 25 | Supplying and fixing of 50 mm dia submersible pump delivery HDPE pipes etc., complete complying as directed by the departmental officers as per standard specification. |
| 26 | Supplying and fixing of nylon rope for bore well etc.,complete complying as directed by the departmental officers as per standard specification. |
| 27 | Supplying of 160mm Iron Clamp set with bolt and nut etc.,complete complying as directed by the departmental officers as per standard specification. |
| 28 | Charges for developing the borewell with air compressor of 600 CFM capacity (Minimum 8 Hours) includingtransportation labour and fuel charges for compressor asdirected by TWAD Board officers and conducting yield test by 'V' notch method. |
| 29 | 3 Phase Panel Board including labour charges completecomplying as directed by the departmental officers as perstandard specification. |
| 30 | Supplying, laying and jointing UPVC pipes of Class 6 (havingworking pressure of 12.50kg/sq.cm) conforming to IS 4985-2000 of approved quality and best variety conforming to BISof the following dia including cutting and fixing UPVC specialsusing UPVC adhesives (but excluding cost of such specials) inaccordance with IS 7634-3 (2003) and fixing into wall withteak wood plugs, PVC clamps and screws making holes onthe wall (or) drilling holes in the roof and making good thedismantled portion to original condition with necessary brickwork / cement concrete and plastering neatly wherevernecessary with necessary scaffolding charges upto 4 metreheight above ground level, etc., complete complying withstandard specifications. The PVC pipes shall be got approvedby Executive Engineer before use on works - External watersupply above ground level / Below ground level. |
| 31 | 40mm Dia Pipe |
| 32 | 20mm Dia Pipe |
| 33 | Supplying UPVC Specials in water supply arrangements (both in internal and external water supply arrangements |
| 34 | 50 mm Elbow |
| 35 | 50 mm Tee |
| 36 | 50mm Bend |
| 37 | 50mm Union |
| 38 | Supplying, fabricating, erecting and fixing Hilux (or)equivalent board false ceiling upto a ceiling height of 4.5mfrom floor level. |
| 39 | Supply, Delivery of Materials at Site, Installation, Testing and Commissioning of Auto Operated Normal Purified Water Dispense with in built 50 litres per Hour RO plant with following accessories and specifications, (a) Dispense Flow rate - 250 litres per Hour (b)RO purified Water Flow - 50 litres per Hour (c) Pure Water recovery of 25% (d) Purification stages Stage-1: 10 Micron Filter Stage-2: Activated Carbon Filtre Stage-3: 5 Micron Filtre Stage-4 : RO process Stage-5 :Post Carbon (e) MOC of the cabinet - Stainless Steel (f)Dimension of the Cabinet - 550mm x 525mm x 1450mm (g)No of Faucet Offered - 6 Nos (Each side - 2 Nos @ 3 sides) (h)Storage Tank Capacity - 80 Litre (i) Storage tank MOC -LLDPE Net Weight Approximate - 58kgs. The rate should beinclusive of all civil works, wherever necessary to install theSystem in position and intact.Reference Agreement No:135CE/2023-24. |
| 40 | The supply and installation of UPVC partitions with doorsshall utilize UPVC profile sections with an outer wallthickness of 2.30mm (±0.2mm), featuring an outer frame of74mm x 60mm x 56mm, a shutter of 104mm x 60mm x66mm, a mullion of 72mm x 60mm x 36mm, a glazing beadof 35mm x 18mm, a 20mm multi-chambered hollow uPVCpanel section of 150mm x 20mm, and a uPVC panel bead of19mm x 16mm. All profiles of frames, sash, and mullion shallbe reinforced, where required, with 1mm thick GI steelsections. The door will be equipped with 3D hinges forenhanced weight holding capacity, and security devicessuch as multipoint lock systems with a cylinder lockfacilitated handle, all compliant with relevantspecifications and departmental directives. Glazing oruPVC panels shall be 5mm thick Plain Toughened or uPVCpanel grip, held by TPE (Grey) weather-sealed gaskets. Allcorners and mullion joints of the frame and sash shall bemitred cut and fusion welded without mechanical joints,with all welded joints neatly trimmed to a grooved nib finish,ensuring the finished products are free from sharp edges.The complete units shall be fixed into pre-finished openingsby drilling and fastening through the outer frame using high- |
| 41 | Supplying and fixing Mild Steel grills for windows, ventilators etc.,complete complying with standard specifications and as directed by the departmental officers. |
| 42 | Supplying, fabricating and fixing in position of Un Plasticized Poly Vinyl Chloride ( UPVC) Partition made Multi Chambered Extruded profilesof 65mm series with profile thick of min 2.5mm/2.8mm colour white / off white with reinforced with G.I sheet metal profiles all round thick of 1.5mm fision welded woth 250 deg Corners cleaning and finished to perfection paneled with UPVC double/trible core soundinsulated panels/ glass double glazed where ever needed andwith panel thickness of 20mm or more minimum and with150mm or more joined perfectly and fixing with anchorfastners alround joints sealed with high grade neutral siliconto manage masonary gaps. Reference CER No: 135CE/2023-24. |
| 43 | Providing UPVC (Un-Plasticized Polyvinyl Chloride) Door: Providing and fixing casement doors fabricated from un-plasticized polyvinyl chloride (uPVC) sections. Profiles: The profiles should be three chamber system which provides high insulation properties with outer frame 60mm x 55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25 x 24 x 25mm steel reinforcement with a thickness of 1mm to have dimensional stability. The sash should be of 60 x 102mm. The mullion should be of 60 x 74mm. The profiles should have co-extruded seals. Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside. Glazing: The window system should be glazed with 5mm plain float glass / 6mm bison lam Installation: The profiles should be cut to length and welded 45 degrees. The window should be designed such that the water drainage does not pass through the reinforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms electroplated screws into plug. |
| 44 | Supplying and fixing Mild Steel grills for windows, ventilators etc.,complete complying with standard specifications and as directed by the departmental officers. |
| 45 | Floor finish and dadooing walls in cement mortar withmosaic tiles / glazed tiles / cuddapah slabs completecomplying with standard specifications and as directed bythe departmental officers. |
| 46 | Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 10 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing,etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. CM 1:5 |
| 47 | 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. -Mixing by manual means |
| 48 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 49 | Paving the floor with best quality vitrified Tiles of followingsize and variety conforming IS 15622 with water absorbtion less than 0.08% of approved colour and shade laid overcement mortar bed of 20mm thick in cement mortar 1:3 (one cement and three crushed stone sand) with requiredCement Slurry and Mortar Plasticizer in all floors and the top pointed with Water Resistant Tile Epoxy Grout etc., complet ecomplying with standard specification and as directed by thedepartmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use onworks) |
| 50 | Plastering with Cement Mortar 1:5 (One cement and FivePlastering sand), 12mm thick in all floors including mortarplasticizer at 200ml per 50Kg of cement used, curing etc.complete complying with standard specification and asdirected by the departmental officers. |
| 51 | Supplying and fixing in position best quality and approved make Indian made white / colour glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / withoutpedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia “B” class GI wastepipe with rubber plug and chain, 15mm dia GM wheel valve,15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying withstandard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works).With Pedestal |
| 52 | Painting new iron works such as steel doors, windows,ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of syntheticenamel paint over the existing red oxide priming coat in allfloors excluding cost of priming coat etc., completecomplying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) |
| 53 | Supplying and fixing in position 15mm dia brass CP screw down tap / Pillar tap / Swan neck tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary. (Taps should be got approved by the Executive Engineer before use on the works) |
| 54 | Supplying and fixing in position first quality and approvedvariety of Gun metal Gate Valve / Wheel Valve with BIS make of the following dia including cost of shellac, thread balls,etc., complete complying with standard specifications (forboth internal and external water supply arrangements). Thevalves to be used on work shall be got approved by the Executive Engineer before use on work. |
| 55 | 20 mm Gate Valve |
| 56 | 40 mm Gate Valve |
| 57 | Fabricating Supplying and fixing in position of Aluminium anodised natural colour matt finish of double leaves doorwith fully panelled with 12mm thick bothside prelaminatedpartile board The outer frame shall be with aluminium boxsection 101.60x44.45x3.18m at 2.319kg/m and Shutter frame made of section with Vertical & Top rail:[email protected] kg/m, Bottom rail:100x44.45x2.50mm@ 1.974 kg/mLock rail : 50x44.45x2.5mm @ 1.292 kg/mAlu. Clips: 17.15x17.27x1.50mm @ 0.176 kg/mAlu. Handle: 100x30mm @ 0.988 kg/m and necessaryaccessories such as Alu. clips rubber beading, full length of handles on both sides, lock, furniture fittings such as,Hinges,Automatic door closer, rubber bush, stopper including cost of materials, labour charges and power consumption charges required for fabrication including chipping,dismantling and waking hole to the reuired extent in RCC column, beam masonry with power drill wherever necessary and redoing the damaged portion to the original condition after fixing etc. complete complying with standard specification and as directed by the deparmental officers. All the Alu. sectionare to be anodised with matt finish under electically contolled condition in accordance with IS 1868/1962 for an average |
| 58 | Fabricating Supplying and fixing in position of Aluminiumanodised natural colour matt finish 1/3rd fixed glazing 2/3rd prelaminated board of Aluminium partition of size 3.50 x 2.88m. The outer frames Outer frame: [email protected] kg/ m,Centre mullions: 63.50x38x3mm@ 1.55 kg/m,Alu.Clips: 17.27x17.15x1.50mm @ 0.175kg/mg/m forintermediate vertical mullion 90cm c/c. Horizontal mullion at1.00m 2.10m covered with 5.5mm thick plain glass withneccessary aluminium clips of size 17.27x17.15 x1.50mm @0.176kg/m and with required rubber beading etc., including necessary dismantling holes in RCC column,masonry wherever in necessary with power drills to the extent required and made good the damaged portion in good condition after fixing etc... complete complying with standard specification and as directed by the deparmental officers. All the aluminium sections should be anodised not less than 15 microns as ISI specification1868/1962 / and should be gotapproved by Executive Engineer before use. |
| 59 | SUB TOTAL |
| 60 | GST @ 18 % Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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