Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC NO 11 SATTAIYAPPAR SANNATHI NAGAPATTINAM 611 001 | NAGAPATTINAM | TAMIL NADU | 611001 | ₹1.8 Cr | L1 | Accepted-AOC L1 Tenderer Accepted |
| 2 | L2₹1.8 CrRejected-AOC 4 6 1 KALABAIRAVANKADU AYAKKARANBULAM II VEDHARANYAM TALUK NAGAPATTINAM DISTRICT 614707 | AYAKKARANBULAM | NAGAPATTINAM | TAMIL NADU | 614707 | ₹1.8 Cr | L2 | Rejected-AOC L2 Tenderer Rejected |
| Sl No | Description | Qty | Unit | UDHAYAM CONSTRUCTIONS L1 | SRI EZHUMALAIYANCONSTRUCTION L2 |
|---|---|---|---|---|---|
| 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. | 166 | cu.m | 362 ₹60,092 | 395 ₹65,570 |
| 2.00 | Installation of Vertical Bored cast in situ RCC piles in all types of soils, using Standardised Concrete Mix M40 grade, with sulphate resistant Cement, fine aggregate, 20mm and down graded HBGS jelly coares aggregate. The rate includes cost of reinforcing steel, binding wire, fabrication, welding charges, placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismanteling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.
a)600 mm dia pile having longitudinal main reinforcement of 12 Nos. of 16mm dia rods with helical reinforcement at 8mm dia at 150mm c/c with inner rings of 12mm dia @ 1000mm c/c with lifting hook of 12mm dia at required length | 432 | Rm | 6,802 ₹29.4 L | 6,986 ₹30.2 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 | 7 | cu.m | 6,653 ₹46,571 | 6,785 ₹47,495 |
| 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. | 7 | cu.m | 2,752 ₹19,264 | 2,775 ₹19,425 |
| 5.00 | 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). | 69 | sq.m | 683 ₹47,127 | 700 ₹48,300 |
| 6.00Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks 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 Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c 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) Spaced at not more than 50 to 60cm c/c , 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). | |||||
| 6.01 | Centering for RCC Beam surfaces | 66 | sq.m | 1,077 ₹71,082 | 1,092 ₹72,072 |
| 6.02 | Centering for curved RCC Beam surfaces | 65 | sq.m | 1,616 ₹1.1 L | 1,636 ₹1.1 L |
| 7.00 | 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).
a)For plane surfaces such as rectangular or square RCC columns etc | 263 | sq.m | 620 ₹1.6 L | 650 ₹1.7 L |
| 8.00 | 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 | 71 | sq.m | 628 ₹44,588 | 645 ₹45,795 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
6 Mar 2026, 3:00 pmClosed
Managing Director
No.2, Wallajah Road, Tourism Complex, Chennai - 2
Development with Tourist Infrastructures at Velankanni Church Street Scape, Nagapattinam District.
2026_TTDCL_660201_2
HOTTDC/18/2026-ENGG(CIVIL)
Open Tender
Civil Works
90 days
Nagapattinam
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹1.8 L
14 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
6 Mar 2026
27 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.
Installation of Vertical Bored cast in situ RCC piles in all types of soils, using Standardised Concrete Mix M40 grade, with sulphate resistant Cement, fine aggregate, 20mm and down graded HBGS jelly coares aggregate. The rate includes cost of reinforcing steel, binding wire, fabrication, welding charges, placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismanteling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap. a)600 mm dia pile having longitudinal main reinforcement of 12 Nos. of 16mm dia rods with helical reinforcement at 8mm dia at 150mm c/c with inner rings of 12mm dia @ 1000mm c/c with lifting hook of 12mm dia at required length
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.
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 centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks 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 Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c 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) Spaced at not more than 50 to 60cm c/c , 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).
Centering for RCC Beam surfaces
Centering for curved RCC Beam surfaces
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). a)For plane surfaces such as rectangular or square RCC columns etc
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-25 Grade by insitu machine mix concrete adopting weighing batch method 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 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 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 crushed stone 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 thedepartmental 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).
In foundation and basement
In Ground floor
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.
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.
Double nosing of 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 etc., complete as per standard speicification.
UPVC Window Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work
Finishing the arch for Sthabathy works for additional projections, barder, Cornise for using works with Lime Mortar 1:2 (One Lme and Two Sand) 20mm thick finishing in all floors including curing etc., including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.
Supply and fixing of 25 W Recess mounted downlighter with pressure die-cast aluminium heat sink & PC Lens used to enhance the aesthetic of the fixture with Independent electronic LED driver
Supply and fixing of Havells make 15W down light (UNECO BRITE SPOT LIGHT) Deep recessed Anti glare LED spot down light for general and accent lighting the premium reflector matches the ceiling and the Architecture of the area without compremising the light output complete on the existing wall with PVC unsheathed Copper leads to the fitting.
Supply and run of 2 of 2.5 sqmm (36/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V Grade in rigid pipe concealed in wall and ceiling with continuous earth wire connection of 14SWG TC wire and making good of the concealed portion with suitable colour.
Supply and run of 2 of 4 sq.mm. (56/0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour.
Supply and run of 4 of 6 sq.mm. (84/0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection by 14 SWG TC wire and making good of the concealed portion with suitable colour.
Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 32A DP MCB as incoming and 10 nos. 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End
Supply and laying of 3 1/2 x 25 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 clamping of 3 1/2 x 25 sq.mm sq.mm PVC LTUG armoured LTUG cable on post or on wall with MS Clamps.
Supply and fixing of brass cable gland for 3 1/2 x 25 sq.mm sqmm PVC armoured LTUG cable with earth connection.
Supply and fixng of THEB meter board suitable for 3phase 63A service connection made up of sultable angle iron frame work of stre 2feet x 1-1/2 feet using angle iron of size 1-1/2"s 1-1/2"x1/4" rigidly fired on wall covered with hylem sheet uf size 2fest x1/2 feet of 6mm thick ness with necessary bolts and nuts supports and supply and fixing of 3Nos. 63A fuse units (500V), INo, neutral link, copper earth flat of stee 1"x1/4"with inter connection of EB meter to fuse unita by 165q.mm PVC insulated copper wire with INo 63Amp 30MA Four Pole RCD /RCCB (HigherEnd) with suitable necessary connection with earth connection complete
Supply and fixing of 63A TPNMC switch with suitable angle iron frame work with MS cable entry boxes with earth connection only
Earthing as per the ISI specification with an earth electrode of 2.1mt class 'B' Gl pipe of dia not less than 40mm, with cupper 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, 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
Supply & Fitting of 60W LED Street Light Fitting with LED for the poles
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 clarnping of 4 x 16 sq.mm. PVC LTUG armoured cable on post or on wall with MS clamps
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
Supply and fixing of brass cable gland for 4 X 16 sq mm PVC armoured LTUG cable with earth connection
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 Erection and commissioning of 0.90m x 0.45m x 1.20m floor mounting feeder pillar box and sufficient numbers of ventilation opening should be provide & supporting M.S angle frame with 63A main switch 1no, 63A fuse unit 3 Nos and 63A power contactor with automatic timer arrangment. The feeder pilllar box should be painted with red oxide and two coat of anit corrosive enamel paint including all other allied material etc and supply and fixing of aviation lamp fitting with base and coupling arrangments ect. Complete as per standard specification
Supply and fixing of 10A 400V, 50 Hz 3 phase 4 wire watt hour meter on suitable TW box with earth connection
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
SingleBidDocVelankannichurchstreetscape.pdf
Tender Documents • 0.81 MB
BOQ_802597.xls
BOQ • 3.92 MB
Download all tender documents and submit your bid