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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.5 LAccepted-AOC NO 1 106 THATHUR CROSS ROAD ALATHUR POST PANCHETTY TALUK THIRUVALLUR DISTRICT CHENNAI TAMIL NADU 601204 | CHENNAI | THIRUVALLUR | TAMIL NADU | 601204 | ₹48.5 L | L1 | Accepted-AOC Low rate quoted |
| 2 | L2₹48.7 LRejected-Finance 2 138 MUTHALIYAR STREET VADAKKUPATTU AMODR TIRUVALLUR | TIRUVALLUR | TIRUVALLUR | TAMIL NADU | 601204 | ₹48.7 L | L2 | Rejected-Finance High rate quoted |
| Sl No | Description | Qty | Unit | P Hari L1 | V ANANDHAN L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF COMMUNITY CENTRE KALAIGNER NOOTRANDU NINAIV COMMUNITY HALL BUILDING AT PANCHETTY PANCHAYAT | |||||
| 2.00 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification. | 122.96 | cu.m | 246.5 ₹30,310 | 250 ₹30,740 |
| 3.00 | Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications. | 35.02 | cu.m | 1,995 ₹69,865 | 2,000 ₹70,040 |
| 4.00 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 49.6 | cu.m | 5,723 ₹2.8 L | 5,730 ₹2.8 L |
| 5.00 | Steel - Fe 500 D: Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers. | 8.74 | mt | 89,883.5 ₹7.9 L | 89,890 ₹7.9 L |
| 6.00R.C.C 1:1.5:3 Mix using 20mm ISS HBG metal including cost and conveyance and all labour charges and materials charges etc,.Completed. | |||||
| 7.00 | UPTO BASEMENT | 39.25 | Cum | 9,505.5 ₹3.7 L | 9,510 ₹3.7 L |
| 8.00 | ABOVE BASEMENT | 35.32 | Cum | 9,637.5 ₹3.4 L | 9,650 ₹3.4 L |
| 9.00Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). | |||||
| 10.00 | UPTO BASEMENT | 191.27 | sq.m | 516.5 ₹98,791 | 520 ₹99,460 |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
12 Jun 2025, 3:00 pmClosed
BDO Office
Sholavaram block office
Construction of Community centre kalaigner nootrandu ninaiv community hall building at panchetty panchayat
2025_RDTN_563207_1
1038/2025/A2
Open Tender
Civil Works - Buildings
180 days
Sholavaram block office
As per documents
5 documents required · 5 mandatory
₹0
₹1 L
11 Mar 2026
30 May 2025
12 Jun 2025
30 May 2025
12 Jun 2025
30 May 2025
Amount
CONSTRUCTION OF COMMUNITY CENTRE KALAIGNER NOOTRANDU NINAIV COMMUNITY HALL BUILDING AT PANCHETTY PANCHAYAT
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.
Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.
Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
Steel - Fe 500 D: Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers.
R.C.C 1:1.5:3 Mix using 20mm ISS HBG metal including cost and conveyance and all labour charges and materials charges etc,.Completed.
UPTO BASEMENT
ABOVE BASEMENT
Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid).
UPTO BASEMENT
ABOVE BASEMENT
Brick work in following Cement Mortar 1:5 using best quality II class table moulded bricks 8"3/4 x 41/4" X23/4" for foundation and basement including curing etc.,complete complying with standard specification.including scaffolding curing cost of reinforcement etc.all complete as per specifications and drawings as directed by the Engineer in-charge.
Foundation basement
Ground floor
Plastering with Cement Mortar 1:5 (One cement and Five M.Sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work.
Paving the Top of roof with Solar reflective ceramic tiles of size 305 x 305 x 7mm thick of approved quality and colour laid in Cement mortar 1:3 (One cement and three M.Sand) 12mm thick and pointed with tile grout (Nitotile Grout or equivalent) and cement in the ratio of 1:3 for joint, curing etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by the Executive Engineer before use on works)
Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone M.Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers
Supplying and fixing of Steel Doors with Pannel Size 1.80mX2.10m including other cherges etc,.completed.
Supplying and fixing of Steel Doors with Pannel door of size 0.90mX2.10m including other cherges etc,.completed.
Supplying and fixing of Steel Doors(D3) with Pannel Size 1.20mX2.10m including other cherges etc,.completed.
Supplying and fixing of Steel Doors(D3) with Pannel Size 0.75mX2.10m including other cherges etc,.completed.
Supplying and fixing of Steel Frame With Glazz windows of size 1.50X1.30m with including other cherges etc,.completed.
Supplying and fixing of Steel Frame With Glazz windows of size 0.90X1.30m with including other cherges etc,.completed.
Supplying and fixing of Steel Frame With Glazz Ventilators of size 0.90X0.45m with including other cherges etc,.completed.
Supplying and fixing of Steel Frame With Glazz Ventilators of size 0.60X0.45m with including other cherges etc,.completed.
Supplying and delivery and Fixing of IWC Including cost and conveyance and materials and labour charges etc,..completed.
Supplying and delivery and Fixing of EWC Including cost and conveyance and materials and labour charges etc,..completed.
Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone M.Sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Dadooing walls with following best approved quality, white / colour glazed tiles of following sizes set in Cement Mortar 1:2 (One Cement and Two crushed stone M.Sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers.
Distembering two coats oil bound distember over priming coat inculding cost and conveyance of all materials to site and all loboure charges etc complete ( Inner wall )
Ext.Emulsion painting two coats over priming coat inculding cost and conveyance of all materials to site and all loboure charges etc complete ( outer wall )
Painting two coats over new iron works using ready mixed enamel paint including cost and conveyance and materials and all labour charges etc,.completed.
CC 1:2:4 mix usning 20mm HBG metal including cost and conveyance and materials of all labour charges etc,..complete..
Supply and delivery of 1000lit capacity Sintex tank including cost and conveyance and materials of all labour charges etc,..complete,..
provision for Rain water arrangements including cost and conveyance and materials of all labour charges etc,..complete
SEPTIC TANK
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.
Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.
Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
Steel - Fe 500 D: Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers.
Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid).
R.C.C 1:1.5:3 Mix using 20mm ISS HBG metal including cost and conveyance and all labour charges and materials charges etc,.Completed.
Brick work in following Cement Mortar 1:5 using best quality II class table moulded bricks 8"3/4 x 41/4" X23/4" for foundation and basement including curing etc.,complete complying with standard specification.including scaffolding curing cost of reinforcement etc.all complete as per specifications and drawings as directed by the Engineer in-charge.
Plastering with Cement Mortar 1:5 (One cement and Five M.Sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
For Electrification Arrangements
Wiring 2 x 1.5 sq.mm (22/0.30)PVC insulated unsheathed SC.cu.conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with in flush with wall covered with hylem sheet of 3 mm thick with painting of suitable colour for concealed PVC light/ fan point (SD No.25)
upply 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 on wall and ceiling with continuous earth wire connection of 14 SWG TC wire with painting of suitable colour - SD 56 SOR P-NO- 32
Wiring with 2 x 1.5 sq.mm (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with 150 x 100 x 113mm TW switch box for 5A 3 pin non inter locking Wall socket with 5A flush type switch with painting of suitable colour with continuous earth wire connection of 14 SWG TC wire for open PVC plug point. (SD36) SOR P-NO- 23
Supply and fixing od bulk head fitting with guard (philips / Bajaj / Crompton / K light ) suitable for incandescent lamp with 60 w bulb.(SD 84) SOR P-NO- 42
Supply and fixing of 1200 mm (48") AC ceiling fan (Conforming to ISS 374 / 1979) complete with stepped electronic 300W regulator with 300mm down rod on the existing clamp.(SD116) SOR P-NO- 55
Supply and run of 2 of 4 sq.mm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade on 7/20 GI bearer wire for service connection mains (SD 65) SOR P-NO- 36
Supply and fixing of 15 A 3 pin combined flush type wall socket with 15A flush type switch on suitable TW box(SD 136) (Excluding wiring for plug point) (IF Necessarry) SOR P-NO- 62
Supply and fixing of TNEB meter Board suitable for 32A Single Phase service connection with 32A Fuse unit (500V) 32A neutral link and earth link (1" x 1/8" Copper flat) on TW plank of size 375mm x 300mm x 19mm with supporting TW reepers of 1" thick an either side with painting with suitable bolt and nuts for fixing the TW plank on wall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB meter to fuse unit.(SD 125) SOR P-NO- 58
Supply and fixing of 25mm dia GI pipe B(SOR) -P-50-(M-04377)
20W LED Tube Light for T8 Fitting (Single Side) B(SOR)-P-121(M-1273)
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
V ANANDHAN (BID ID -1363333)
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