Tender For Providing Waste Water Recycling Treatment Plant (50 Kld Capacity) At Koodananal Scheme In Thirukkattuppalli Town In Thanjavur District Under Hfa - Ahp.
Tender Value
46.09 Lakhs
Estimated cost
Bid Submission
22 Oct 2026
3 days left
EMD
33100
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
Thanjavur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Waste Water Recycling Treatment Plant (50 Kld Capacity) At Koodananal Scheme In Thirukkattuppalli Town In Thanjavur District Under Hfa - Ahp.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. |
| 2 | 10 m and initial lift of 2.4 m |
| 3 | 10 m and additional lift of 0.7m |
| 4 | Filling in foundation and basement with filling Msand in layers of not exceeding 15cm thick well watered, rammed and consolidated complying with relevent standard specification etc complete in all respects as directed by the departmental officers. |
| 5 | Cement concrete 1:5:10 (One of cement five of Msand and ten of hard broken stone jelly ) using 40mm size hard broken granite stone jelly for foundation inclusive of shoring and strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers. |
| 6 | Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS: 456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/m3 and maximum water cement ratio of 0.50, including admixture (Plasticiser/super plasticiser) in recommended proportions as per IS:9103 to accerlerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges,centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing etc., and providing fixtures like fan clamps in the RCC floor/roof slabs wherever necessary without claiming extra etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials.) |
| 7 | a) Below Ground Level |
| 8 | b) Above Ground Level |
| 9 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). Plinth Beam |
| 10 | Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). For slab |
| 11 | Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). For Colums |
| 12 | Supplying, fabricating and placing in position of the following kinds of steel grills for reinforcement for all reinforced cement concrete works including cost of steel and fabricating the reinforcement grills in position etc. complete in all floors.(The binding wire cost also included) |
| 13 | Fly ash Brickwork in cement mortar 1:6 (One of cement and six of Msand) using Fly ash bricks (FAB) of size 230x110x70mm for super structure in the following floors including fixing the frames of doors and windows, scaffolding, proper setting curing etc, complete in all respects as directed by the departmental officers. |
| 14 | a) Ground Floor |
| 15 | b) First Floor |
| 16 | Plastering the CEILING with cement mortar 1:3 (One of cement and three of P sand) 10mm thick including finishing smooth, scaffolding, setting, curing etc., complete in all respects as directed by the departmental officers |
| 17 | Plastering in cement mortar 1:3 (One of cement and three of Psand ) 20mm thick walls alround ncluding finishing smooth, scaffolding, setting, curing etc complete using water proofing compound 1%. etc complete in all respects as directed by the departmental officers. |
| 18 | Supplying and fixing of CI manhole frame and cover of size 0.60 x 0.60 x 30 Kg etc., complete in all respects as directed by the departmental officers. |
| 19 | Plastering with cement mortor 1:5 (One of cement and five of Psand) 12mm thick including Finishing smooth, scaffolding, curing etc., complete in all respects as directed by the departmental officers. |
| 20 | White washing two coats using clean shell lime including cost of lime including gum brushes and scaffolding etc., complete in all respects as directed by the departmental officers. |
| 21 | Providing Ellis pattern flooring 20mm thick with layer of cement concrete 1:3 (One of cement three of hard broken granite stone) No sand using hard blue granite chips of size 3mm - 10mm and surface rentered smooth over R.C.C slab and staircase lending slab including supplying and ficing 20mm dia G.I.Pipes outlets etc., complete in all respects as directed by the departmental officers. |
| 22 | Fabrication and Supply of Steel Door using Galvanized Plain Sheet - Single Shutter Door (Forming - Dumpling Type) Using all Structural Steel Sections shall conform to “Steel for General Structural Purposes - IS 2062 : 1999”, using Galvanised Steel Sheet (IS 277 : 2003 - Plain Sheet - Type: Ordinary, Designation: GP, Grade ‘O’ - 120 GM/Sq.M - sheet thickness ~ 0.80 mm), shutter frame all round using Equal Leg Angles (IS 808 : 1989) - L of size 25 × 25 × 3 mm thick (Designation ISA 25 25 × 3), shutter with single leaf, stiffeners 150 mm width at top and bottom & suitably welded the Door Frame angle and G.P. Sheet shutter door including Supply and Fixing of 3 Nos. of I.O. (Oxidation by Manufacturer and not from outsource) Medium Weight Mild Steel Butt Hinges (with IS : 1341 mark) of size 125 mm (Length) × 65 mm (Breadth), placing the supporting plate of size ~300 × ~300 mm for resting the Aldrop, supporting plate using Hot Rolled (HR) Sheet (IS 1079 : 1994 - Grade ‘O’ - Ordinary Quality - sheet thickness ~1.60 mm thick), Supply & Fixing 2 Nos. of Tower Bolt receiver using 6 mm M.S. Rod (conform to IS 432 (Part-I) : 1982) having ~70 to 12 (with IS : 204 mark) - fixing/welding either at fabrication yard itself or at site of work (as per convenient), Supplying and fixing of 6 Nos. of Hold Fast using M.S. Flat (IS 1730 : 1989) of size - width 50 mm × 3 mm thk., cutting to the required 85 mm length bending to suitable shape & size and fixing into the Door frame (all fittings as suggested by field officers) etc., welding using a suitable procedure, so that the joints comply with the requirements specified, using welding electrodes of good quality conform to AWS A5-1 : E6013, IS 814 : ER 4212, grinding for smooth finish, apply primer one coat by spraying to the exposed areas using red oxide primer of good quality etc. complete as directed. The scope of supplying, fixing the fittings such as Hinges - fixing into the Steel Door Frames, Tower Bolt receivers - fixing into the main frame, one set of I.O. (Oxidation by Manufacturer and not from outsource) Mild Steel Sliding Door Bolts (with IS : 281 mark) of size 300 × 16 mm with Staple - 1 No. & Clip without back plate - 3 Nos., complete Set, 2 Nos. of I.O. (Oxidation by Manufacturer and not from outsource) Tower Bolt of size 200 × 12 (with IS : 204 mark) - fixing/welding either at fabrication yard itself or at site of work (as per convenient), Supplying and fixing of 6 Nos. of Hold Fast using M.S. Flat (IS 1730 : 1989) of size - width 50 mm × 3 mm thk., cutting to the required size of minimum 230 mm, straightening, bending to the required shape, providing hole suitable to receive 12 mm Bolt, including supply of 6 Nos. of 12 mm dia. × 25 mm length Bolt to required length etc., and applying one coat of primer using good quality of red oxide primer to the door shutter and hold fasts, etc. complete in all respects. |
| 23 | Fabrication and Supply of Steel Window of overall size Length 1220 mm × Height 1220 mm using all Structural Steel Sections shall conform to “Steel for General Structural Purposes - IS 2062 : 1999”, using Equal Leg Angles (IS 808 : 1989) - L of size 35 × 35 × 5 mm thick (Designation ISA 35 35 × 5) for window frames all round and using the same for hold fast - 4 nos. (2 nos. per side) each ~150 mm in length. If required any reduction in length of the hold fast, will be the responsibility of the field officers and will be decided only by the field officers as per the convenient according to their site condition and if required reduction in length, the same should be intimated before the fabrication work, fixing one end into the window frame by proper welding and another end finisher edge, providing Equal Section of Square Steel Bars (IS 1732 : 1989) of Size 10 mm × 10 mm (Length) × 58 mm (Breadth). Supply & Fixing of 2 Nos. of I.O. (Oxidation by Manufacturer and not from outsource) Handle of overall size ~150 (L) × ~25 mm and gradually tapered to ~12 mm (B) × ~2.5 mm thick with Hexagonal Bolt/Nut of size ~20 mm (L) × ~6 mm thk. having complete set total weighing to minimum average weight of ~115 gm/set, handle to be rested on the back plate of size ~70 mm (L) × ~30 mm (Breadth) bending/folding to the required shape & size using Hot Rolled (HR) Sheet (IS 1079 : 1994 - Grade ‘O’ - Ordinary Quality - sheet thickness ~1.60 mm). Supply & Fixing of 2 Nos. C.P. Cabin Hook of size L ~150 mm × ~3.8 to 4 mm thk. of Good Quality having complete set including 2 holding clips total minimum average weight of ~45 gm/set and to be fixed into the window shutter/frame (all fittings as suggested by clients), etc. complete in all respects, welding using a suitable procedure, so that the joints comply with the requirements specified, using welding electrodes of good quality conform to AWS A5-1 : E6013, IS 814 : ER 4212, grinding for smooth finish, apply primer one coat to the exposed area by spraying using red oxide primer of good quality etc. conveying the window to the site and delivery into the TNSCB Scheme. |
| 24 | Painting the new iron work with two coats of first class synthetic enamel paint of approved quality and colour in addition over the existing primer coat including the cost of paint patty brushes and scaffolding etc. complete in all respects as directed by the departmental officers |
| 25 | Weathering course in concrete broken brick jelly 20mm size in pure slacked lime over RCC roof slab the proportion being 32:12 1/2 (Thirty two parts of broken brick jelly and twelve and half of slacked lime) laying to a thickness of 110mm and compacked and well beaten to 80mm by using wooden hand beater of weight not exceeding 2 kg hand beating sprinkling liberally with lime water and a small proportion of solution prepared by soaking kadukkai dry nut powder and jaggery (vellam) and giving required slope and thickness on roof etc. complete in all respects as directed by the departmental officers. |
| 26 | Finishing the top of roof slab with one course of Hydraulic pressed tiles 23cm x 23cm x 2cm using cement mortar 1:3 (One of cement and three of sand) mixed with water proofing compound at 2% by weight of the cement and pointing with the same mortar, finishing, curing etc., complete in all respects as directed by the departmental officers. |
| 27 | Construction of inspection chamber of size 60 cm × 60 cm for 0.6 m depth with Reinforced Cement Concrete (RCC) wall of 15 cm thickness and base slab of 10 cm thickness in 1:2:4 proportion (one part cement, two parts sand and four parts 20 mm hard broken granite stones), including the cost of steel and fabrication of reinforcement grills, shuttering, centering, etc. Providing cement concrete 1:4:8 using 20 mm HBG metal of 10 cm thickness for foundation, including channelling, benching, etc., and top covered with extra heavy-duty SFRC cover slab with frame, 600 mm clear opening, including casting and fixing in position, necessary earthwork excavation, refilling the sides of the foundation in all soils except hard rock requiring blasting, etc., complete in all respects. |
| 28 | a) 60 cm depth |
| 29 | b) 90 cm depth |
| 30 | Supplying and laying of following dia of best PVC pipe with spigot and socket ends and tested with water including necessary earthwork and refilling the same well rammed and consolidated after the pipes are joined with cement and spunyam and laid to proper gradient etc complete in all respect as directed by the departmental officers. |
| 31 | a) 110mm dia |
| 32 | b) 160mm dia |
| 33 | Design Fabrication, Supply and erection of bar screen made of MS 10mm square bars to suit the channel. Inner size of channel 1000mm , wide 900mm liquid depth and 1200mm length. The MS 10mm square bars should be properly epoxy coated to avoid the rusting of bars. The spacing between the square bar is 5mm, so that the particles above 5mm will be retained in the entry channel and will be cleared by hand rac manually. The bar screen should be kept at an inclination of 60o. The bar screen is fixed at site, inside the channel with a groove like arrangements, so that bar screen could be removed for maintenance purpose. The cost includes cost of MS bars, fabrication charges, Epoxy painting charges and fixing at site transport charges to site., etc., complete in all respects as directed by the departmental officers. |
| 34 | Design Supply and erection of Tube Settler feed pump with motor with the capacity of 2.5m3 /hr as per the design. The type of the pump is submersible sewage disposer 1 H.P , Non clog. The pump make is kirloskar/CRI/equivalent, The capacity of the motor is 1.0HP. The type of the motor is TEFC, IP55, CLSS-B insulation, suitable for 3 phase supply, 440V, 50HZ .Motor make is Kirloskar/CRI/ Equivalent. Necessary base frame, foundation bolts nuts are provided to fix the coupled pump set above the foundation bed. The cost includes the pump, motor, Stand by pump and motor, base frame, foundation bolts, labour charges, erection charges, transport charges etc., in all respects as directed by the departmental officers. |
| 35 | Design Supply and erection of Coagulant dosing pump with the capacity of of 0-6 liters per hour @ 4 kg/cm2, 0.16 HP with electronic driven construction of pump is Polypropylene . The pump is fitted Base frame necessary bolts and nut . The capacity of the tank 100 liters with HDFE. The pump is fitted with a suction and delivery line. Necessary foot valve, level indicator is provided with the pump. Including the suitable Agitator for dosing pump The cost includes the cost of the pump, tank, foot valves, delivery and suction tubes of standard length, Agitator, labour charges, transport charges, erection charges etc., complete in all respects as directed by the departmental officers. |
| 36 | Design Supply and erection of Flocculent dosing pump with the capacity of 0-6 liters per hour @ 4 kg/cm2, 0.16 HP with electronic driven construction of pump is Polypropylene . The pump is fitted Base frame necessary bolts and nut . The capacity of the tank 100 liters in HDPE. The pump is fitted with a suction and delivery line. Necessary foot valve, level indicator is provided with the pump. Including the suitable Agitator for dosing pump The cost includes the cost of the pump, tank, foot valves, delivery and suction tubes of standard length, Agitator, labour charges, transport charges, erection charges etc., complete in all respects as directed by the departmental officers. |
| 37 | Design Supply and erection of air blowers Ring Blower with electrical Motor, 16 m3/hr, 0.5 HP motor. Air blower with motor are provided for one number for operational and one number for standby. The Air blower make is of Raico/Equivalent to suit the design requirements. The Air blower with motor is fixed in a base frame. Necessary foundation bolts, nuts are provided to fix the total coupled assembly of Air blower and motor in the concrete bed. The cost includes the cost of Air blower, base frame , diffusers, foundation bolts, erection charges, transport charges, labour charges., etc., complete in all respects as directed by the departmental officers. |
| 38 | Design, Fabrication, supply, erection of tube settler media with PVC 1000mm depth 1.1 mm thickness in hexagonal chevron shaped fixed with 60 degree slope in tube settler tank (1 m3) including the cost of tube settler media, erection charges , transport charges, labour charges.etc., complete in all respects as directed by the departmental officers. |
| 39 | Design, Supply and erection of Sand Filter feed pump with motor with the capacity of 2.5 m3 as per the design. The type of the pump is horizontal, Centrifugal, flexible coupling drive arrangement. The pump make is kirloskar/CRI/equivalent, The capacity of the motor is 2 HP. The motor type suitable for 3 phase supply, 440v, 50hz . Motor make is Kirloskar/CRI/Equivalent. Necessary base frame, foundation bolts nuts are provided to fix the coupled pump set above the foundation bed. The cost includes the pump, motor, Stand by pump and motor, base frame, Motor Guards, foundation bolts, labour charges, erection charges, transport charges etc., complete in all respects as directed by the departmental officers. |
| 40 | Design, Supply and erection of Oxidant dosing pump with the capacity of of 0-6 liters per hour @ 4 kg/cm2, 0.16 HP with electronic driven construction of pump is Polypropylene. The pump is fitted Base frame necessary bolts and nut . The pump is fitted with a suction and delivery line. Necessary foot valve, level indicator is provided with the pump. Including the suitable Agitator for dosing pump The cost includes the cost of the pump, tank, foot valves, delivery and suction tubes of standard length, Agitator, labour charges, transport charges, erection charges etc., complete in all respects as directed by the departmental officers. |
| 41 | Design, Supply, fabrication and erection of Multi graded Sand filter unit with 530 mm dia and 1570 mm height. Multi graded Sand filter is a vertical, cylindrical vessel made out of FRP The inlet pipe inside the vessel is designed to have a bell mouth arrangements for liquid/water distribution, so that the filter media is in position & will not get disturbed. The bottom collection system is provided with header and lateral pipe arrangements with necessary holes. The filtered water is collected this header lateral pipes, will flow out to outlet pipes and vice versa. The filter media consists of Multi graded sand filled over & under bed media of pebbles and gravels. The size and height of the filter media is as per the design and standards. The joints are properly vessel (Multi graded Sand Filter ) is supported by FRP legs, thereby fixing the vessel with foundation bolts properly in the concrete foundation bed. The cost includes the cost of materials bolts, nuts and washers, filter media, foundation bolts fabrication charges, welding charges, erection charges, transport charges and painting etc., complete in all respects as directed by the departmental officers. |
| 42 | Design, Fabrication, Supply and erection of Bag filter with 20 micron with 2.5 m3/hour with Polypropylene Gadridges with 5 1/2 \\" dia 20\\" length. The cost includes cost of bag filter, stand , fabrication charges, and fixing at site transport charges to site., etc., complete in all respects as directed by the departmental officers. |
| 43 | Design, Supply, fabrication and erection of Advanced Oxidation Process with Ozone Generator includes the ozone recirculation pump in 4 m3 /hour. The type of the pump is horizontal, Centrifugal, Non clog, self priming flexible coupling drive arrangement. The pump make is kirloskar/CRI/equivalent, The capacity of the motor is 1 HP. The type of the motor is TEFC, IP55, CLSS-F insulation, suitable for 3 phase supply, 440V, 50HZ . ozone generator with a capacity of 50 gms / hour with oxygen concentrator, including the cost of epoxy coating for ozone reactor tank, water ozone mixing equipments with level gauge, safty valve with 1 HP motor. The cost includes the ozone generator, oxygen generator, ozone recirculation pump, motor, Stand by pump and motor for ozone recirculation pump, base frame, Motor Guards, foundation bolts, labour charges, erection charges, transport charges etc., complete in all respects as directed by the departmental officers. |
| 44 | Design, Supply, fabrication and erection of Activated Carbon filter unit with 530 mm dia and 1570 mm height. Activated carbon filter is a vertical, cylindrical vessel made out of FRP The inlet pipe inside the vessel is designed to have a bell mouth arrangements for liquid/water distribution, so that the filter media is in position & will not get disturbed. The bottom collection system is provided with header and lateral pipe arrangements with necessary holes. The filtered water is collected this header lateral pipes, will flow out to outlet pipes and vice versa. The filter media consists of Activated Carbon filled over & under bed media of Course Silex. The size and height of the filter media is as per the design and standards.The joints are properly vessel (Multi graded Sand Filter ) is supported by FRP legs, thereby fixing the vessel with foundation bolts properly in the concrete foundation bed. The cost includes the cost of materials bolts, nuts and washers, filter media, foundation bolts fabrication charges, welding charges, erection charges, transport charges and painting etc., complete in all respects as directed by the departmental officers. |
| 45 | Design, Supply and erection of Back wash pump with motor with the capacity of 5 m3 /hr , head of 3m as per the design. The type of the pump is horizontal, Centrifugal, Non clog, self priming flexible coupling drive arrangement. The pump make is kirloskar/CRI/equivalent, The capacity of the motor is 2 HP. The type of the motor is TEFC, IP55, CLSS-F insulation, suitable for 3 phase supply, 440V, 50HZ . Motor make is Kirloskar/CRI/Equivalent. Necessary base frame, foundation bolts nuts are provided to fix the coupled pump set above the foundation bed. The cost includes the pump, motor, Stand by pump and motor, base frame, Motor Guards, foundation bolts, labour charges, erection charges, transport charges etc., complete in all respects as directed by the departmental officers. |
| 46 | Design, Supply, Fabrication and erection of piping for sewage treatment plant of capacity 50m3. The piping work consists of 1) Suction lines from Equalization tank, delivery lines to Tube settler thro' raw sewage transfer pumps. 2)Pipe lines for Blowers to Equalization tank Both MS and PVC pipes with necessary valves, pressure gauges are used as per the design and suit the flow rate. 3)Pipelines from Clarifier tank Bag filter and Multigraded sand filter 4)Pipe line from multigraded Sand filter to Ozone reactor and Ozone reactor to Activated Carbon Filter 5) Pipe line from Backwash pump to Mutigraded filter and Activated Carbon filter 6) Necessary pipe lines , valves, pressure Gauge for filters, flow meters for tube settler feed, Sand filter , Activated Carbon filter, float level switch. The total piping network as given above, is within the sewage treatment units. The cost includes the cost of pipes (MS, UPVC and 1\\" dia to 3\\"dia), Specials, valves, pressure gauges, flow meters, pipe fittings, fabrication charges, labour charges, transportation charges etc, complete in all respects as directed by the departmental officers |
| 47 | Design, Fabrication, supply, erection of electrical panel board with fully automated sytem , necessary starters, main switches, voltmeter, ammeter, and electrical cables of required sizes from pumps to panel board as per design. The size of panel board is approximately 3 feet x 3 1/2 feet, fabricated with MS sheets and powder coat. Necessary provisions are given in the panel board for bus bars, main switch , starters, switches, voltmeter ammeter as per the design to suit sewage Treatment plant motors. The cables are run from panel board to the all pumps and other electrical accessories such as level switches dosing pumps etc complete,. The cable sizes are as per the design and suitable for electrical motors fixed in the Sewage treatment Plant. No lighting points are considered. The cost includes the cost of panel board, starters, switches, voltmeter, Ammeter, main switch, cables for motors, labour charges etc., complete in all respects as directed by the departmental officers. |
| 48 | Added GST of 18% (All Items) Please Enable Macros to View BoQ information Compatibility Report for STP Koodananal. Run on 10/6/2026 18:47 If the workbook is saved in an earlier file format or opened in an earlier version of Microsoft Excel, the listed features will not be available. Significant loss of functionality # of occurrences Version Any effects on this object will be removed. Any text that overflows the boundaries of this graphic will appear truncated. 3.0 Excel 97-2003 Some cells in this workbook contain data validation rules, which refer to values on other worksheets. These rules won't be saved. 4.0 Excel 97-2003 Minor loss of fidelity Some cells or styles in this workbook contain formatting that is not supported by the selected file format. These formats will be converted to the closest format available. 5.0 Excel 97-2003 |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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