Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC SALEM TAMIL NADU | ₹4.6 Cr | L1 | Accepted-AOC L1 bidder accpeted for AOC |
| 2 | L2₹4.7 CrRejected-AOC ARUVANKATTUR KOOLTHAMPALAYAM POST KONGANAPURAM SANKARI TALUK SALEM 637102 | SALEM | SALEM | TAMIL NADU | 637102 | ₹4.7 Cr | L2 | Rejected-AOC L2 bidder rejected |
| Sl No | Description | Qty | Unit | K.P.RANGARAJU L2 | D KAMARAJ L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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.- Upto 2.40m Footing Depth. | 646 | cu.m | 370 ₹2.4 L | 367 ₹2.4 L |
| 2.00 | 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. | 1,254 | cu.m | 200 ₹2.5 L | 196 ₹2.5 L |
| 3.00 | Cement Concrete 1:5:10 (One Cement, Five 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 curing etc. complete complying with standard specification | 120 | cu.m | 5,420 ₹6.5 L | 5,410 ₹6.5 L |
| 4.00 | Supplying and filling in foundation, basement, etc with filling 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. | 407 | cu.m | 1,820 ₹7.4 L | 1,800 ₹7.3 L |
| 5.00 | Gravel packing for revetment works etc complete complying with standard specifications | 1,254 | cu.m | 1,170 ₹14.7 L | 1,160 ₹14.5 L |
| 6.00 | Roughstone dry packing for apron and revetment using new roughstone including stacking them etc., complete complying with standard specification | 1,254 | cu.m | 2,200 ₹27.6 L | 2,190 ₹27.5 L |
| 7.00 | Pointing Random Rubble masonry with Cement Mortar(1:3) to flush pointing , curing etc., complete complying with standard specification | 4,180 | Sqm | 390 ₹16.3 L | 383 ₹16.0 L |
| 8.00 | Brick work in In Cement Mortar 1:5 using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 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.
(a) For foundation & basement | 18 | cu.m | 7,670 ₹1.4 L | 7,658 ₹1.4 L |
| 9.00 | 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). | 1,096 | sq.m | 740 ₹8.1 L | 730 ₹8.0 L |
| 10.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical support @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers. (Payment for centering shall be given after the concrete is laid)
(a) Upto 2.10m Height of Shuttering | 2,882 | sq.m | 670 ₹19.3 L | 650 ₹18.7 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹4.7 L
Closing Date
26 Feb 2026, 3:00 pmClosed
Managing Director
No.2, Wallajah Road, Tourism Complex, Chennai - 2
Development with Tourist Infrastructures at Mookaneri Lake, Salem District.
2026_TTDCL_660088_1
HOTTDC/22/2026-ENGG(CIVIL)
Open Tender
Civil Works
210 days
Mookaneri Lake
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹4.7 L
14 Mar 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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.- Upto 2.40m Footing Depth.
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.
Cement Concrete 1:5:10 (One Cement, Five 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 curing etc. complete complying with standard specification
Supplying and filling in foundation, basement, etc with filling 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.
Gravel packing for revetment works etc complete complying with standard specifications
Roughstone dry packing for apron and revetment using new roughstone including stacking them etc., complete complying with standard specification
Pointing Random Rubble masonry with Cement Mortar(1:3) to flush pointing , curing etc., complete complying with standard specification
Brick work in In Cement Mortar 1:5 using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 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. (a) For foundation & basement
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).
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical support @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers. (Payment for centering shall be given after the concrete is laid) (a) Upto 2.10m Height of Shuttering
Providing and laying in position, standardised concrete Mix M-20 Grade by insitumachine mix concrete adopting weighing batch method in accordance with IS 456using 20mm and down graded hard broken granite stone jelly for all RCC items of work swith minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55,including admixture (plasticiser / super plasticiser) in recommended proportions as perIS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stonejelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jellyand with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also includinglaying, vibrating with mechanical vibrators, finishing, curing, etc. and providing ixtureslike 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). (a) In foundation and basement
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification.
Plain Cement Concrete 1:2:4 (one cement, two 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.
In foundation and basement
Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Synthetic Grey, Paradise and similar varieties with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.
Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
Plastering the surface of walls with Cement Mortar 1:3 (One cement and Three sand), 12mm thick used finishing in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers.
Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat of over cement plastered wall surface ect., complete complying with standard specification.
Providing and Laying wetmix mecadam of 150 mm compacted thickness in 2 layers of 75 mm thick or else as specified on the prepared sub base with grade store aggregate and granular material of quality size and grading pasting in layer with motor grader and compaction with vibrating orller of 80/100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments safty measures as per MORTH & 406
Supplying and laying Rubber moulded Hydraulic pressed Paver Block of 83mm thick approved design made out of 6 - 10mm thick HBGS chips in cm 1:2:4 properly occurred to attain the required strength laying the Rubber Moulded Paver Block over a sand cushion of 10cm thick and well compacted using 1-3 tonne capacity of manufacturing the inter locking blocks , loading, transportation , unloading and other incidential charges etc. complete complying with standard specification
Supplying and fixing Chain link - 2" x 2" using 10 Gauge Galvanised Iron Wire (of all sizes) inculding fixing charges and vertical angle 50x50x6mm Langle of 2.50m c/c and Including loading, transportation , unloading and other incidential charges etc. complete complying with standard specification
Manufacturing, Supplying and Erection in position of Granite Stone Sitting bench of 1500x670x1000 of 100 mm thick jet block granite stone etc., complete complying with standard specifications (for both internal and external water supply arrangements). The valves to be used on work shall be got approved by the Executive Engineer before use on work.
Manufacturing, Supplying and Erection in position of 100 liter twin plastic dustbin with stand. complete as directed by the departmental officers.
The Floating Jetty consists of panels made from Fibre Reinforced Plastic (FRP) with internal honeycomb structure with vacuum infusion resin system and a deck formed of chequered anti-skid plate to prevent accidents from slipping etc. complete complying with standard specification.
Supply and fixing of Swing 2-Seater with Rubber Seat: A-Frame :1 ½” Galvanished ‘B’ class pipe Top Rail : 2” Galvanished ‘C’ Class Pipe Seats : Rubber Chain : 8mm Stainless Steel Chain (Grade-304) Greater Chennai Corporation Playfield Department SCHEDULE OF RATES 2023-24 Chain : 8mm Stainless Steel Chain (Grade-304) Painting with PU coating Product area: 10’ft * 9’ft Play area :15’ft * 15’ft . The good quality of materials used and all other arrangements etc, including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers. (1 CPE-105A)
Spiral Slide Senior FRP: [Component] Ladder :Galvanished ‘B’ Class pipeSlide : FRP Spiral slide BED LEG :Galvanished ‘C’ Class pipe [Measurement] Height :6 ½ ft.FRP thickness 6mm. (Reinforced Polymers in 7 Layers) 450 CSM Matt, 600 Roving mat, Isotolic gel coat with UV pigment. Painting with PU coating Painting with PU coating width :10ft [Required area] Product area: 6’ft * 10’ft Play area :8’ft * 15’ft The good quality of materials used and all other arrangements etc, including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers. ( 4 CPE-108)
Supply and fixing of Roller Slide 8ft: Measurement] Height:5ft Width: 2ft Sliding Chute:10ft Roller thickness:3mm PVC Roller with½ inch galvanished pipes. No. of Rollers.46 with multicolours. Painting with PU coating [Required area] Product area: 21/2’ft * 14’ft Play area:6’ft * 18’ft The good quality of materials used and all other arrangements etc, including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers. ( 5 CPE-109)
Supply and fixing of Sea – Saw 2 seater – FRP 24 CPE-128 Height: 20” width:96’’ X 30’’ pa frame:11/2’’ GI pipe,2.5mm thickness, B Class, arm:2”GI pipe, 4mm thickness, C class. Paint:pu coating. FRP seat with 450csm, seat size 15”*14 The good quality of materials used and all other arrangements etc, including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers. (24 CPE 128)
Supply and fixing of Merry go round – 6 Seater (FRP) Height :3” GI Pipe, 2.5mm thick, b class Seat size:15” X 14”, paint: pu coating. The good quality of materials used and all other arrangements etc, including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers. (24 CPE 128)
Supply and fixing of Horse Rider: [Component] LEG :Galvanished ‘C’ Class pipe Galvanished ‘B’ Class pipe Spring: Mild steel spring horse : FRP with Isotolic gel coat with UV pigment. Painting with PU coating [Required area] Product area: 3ft*3ft Play area:5ft*5ft [Measurement] Width:3ft. The good quality of materials used and all other arrangements etc, including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers. (9 CPE 113)
Supply and fixing of Duck Merry Go Round: [Measurement] Height:2ft Width:7ft [Component] LEG :3” Galvanished ‘B’ Class pipe Seat :FRP Duck -4Nos. with Isotolic gel coat with UV pigment. Support : 1 ½” Galvanished ‘B’ Class pipe. Painting with PU coating [Wanted area] Product area : Ø 7’ft Play area : Ø 9’ft. The good quality of materials used and all other arrangements etc, including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers. (10 CPE 114)
Supply and fixing of Jungle Gym: [Component] Galvanished ‘B’ Class pipe painting with PU coating [Required area] Product area :5’ft * 5’ft Play area: 7’ft* 7’ft. The good quality of materials used and all other arrangements etc, including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers. (12 CPE 116)
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment).
Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.
Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to60mm thickness of existing ground prepared with proper level andramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge
Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing,weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-incharge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge
Supplying and planting of ORNAMENTAL Flowers or various variety and arranged in such a manner red soil including conveyance at site of works and planting at the places shown by the departmental officers including cost of manuring and maintaining for 180days etc.,.The rate excluding of all taxes and includes cost of all materials, labour,transports and other incidental charges, including providing in the position to the rooms as directed by departmental officers.
Barderplaints (Hemalis patten,Exora, Alamanda, Ujaniva)
Foliage Shrubs ( Clerodendron, Nicodia)
Hedge Plants ( Golden Dhurandha )
Single Trunk Palm (Foxtail Palm)
Multi trunk palm (Areca palm)
Ground Covers ( Panthanus, BlackLilly, Landana purple, Ibiscus, Arali)
Supply, Erection of 7m Free Standing Double Arm Bracket 8 sided Octogonally continously tapered structured pole with base plate of size 250 x 250 x 12mm as per IS-875 with following specification. Bottom Pole Dia - 140mm Top Pole Dia - 70 mm Thickness of Pole - 3 mm The pole should be hot dip galvanized confirming to BESN ISO-1461 with thickness of 65 Micron- M2136
Supply & Fitting of 60W LED Street Light Fitting with LED for the poles
Supply & Fixing of 20 wp solar panel based decorative light12 Ah lipo 4 batteryUV proof AL Alloy battery(quotation)
SITC of Minimast (12 Metre) with 6 Nos. 150W LED Fitting
Supply and laying of 4 x 16 sq.mm PVC LTUG aluminium armoured cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good
Supply and laying of 4 x 6 sq.mm PVC LTUG aluminium armoured cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good
Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board of double door type with metal door with IP43 protection with 1 No. 32A DP MCB as incoming and 6 Nos. 6A to 32A SPMCB outgoing in flush with wall and making good of the concealed portion with earth connection only. The MCB DB and MCB's should be with ISI mark (like standard make
Supply and fixing of 65mm (2-1/2") GI pipe (Class 'B') of 6 metre length with 300mm x 300mm x 6mm MS base plate duly welded at the bottom with concreting with construction of masonary pedestal with suitable MS box to house 5A control switch 16A fuse unit (500V) etc with suitable angle iron frame work with door and with lock and key arrangements and with supply and fixing of 4'40W twin street light fluorescent fitting with copper chokes and condenser with fluorescent tubes with 1 metre of 32mm dia GI pipe (Class 'B') complete with necessary clamps on the above post with PVC unsheathed FRLS leads with painting of suitable colour
Supply and run of 1 of No.8 SWG GI wire for earth connection, including cost of all materials etc. all complete in all respects complying with relevant standard specification and as directed by the departmental officer
Earthing as per the ISI specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry
Supply and fixing of 5A or 10A or 20A AC single phase 230V, 50 Hz Watt hour metre on suitable TW box complete with earth connections
Supply of LED Bollard light fitting of 11W with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT > 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire > IK08 - M-2705
GST at 18%
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.10 MB
SingleBidDocMookaneriLake.pdf
Tender Documents • 0.81 MB
BOQ_792039.xls
BOQ • 3.93 MB
Download all tender documents and submit your bid