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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.6 LAccepted-AOC 1 338 BX 1ST STREET UTHUKULI ROAD GOLDEN NAGAR CHENGAPPALLI TIRUPPUR 638 812 | TIRUPPUR | TIRUPPUR | TAMIL NADU | 638812 | 1 | Accepted-AOC AOC |
| Sl No | Description | Qty | Unit | M/s A.Chelladurai & Co L1 |
|---|---|---|---|---|
| 1.00 | Clearing scrub jungle in the site and disposing off to a place away from the site including cost of all labour, tools, lead , lift, etc., complete | 155 | m2 | 5 ₹775 Lowest |
| 2.00 | Earth work excavation for foundation in hard stiff clay, Stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as directed, depositing the surplus earth in places as shown with an initial lead & lift of 10 mts & 2 mts, etc., complete | 42 | m3 | 260 ₹10,920 Lowest |
| 3.00 | Earth work excavation for foundation in soft disintegrated rock, laterite, soft rock or kankar and to full depth as directed, depositing the surplus earth in places as shown with an initial lead & lift of 10 mts & 2 mts, etc., complete | 12 | m3 | 400 ₹4,800 Lowest |
| 4.00 | Earth work excavation for foundation in Medium and dense medium rock and to full depth as directed, depositing the surplus earth in places as shown with an initial lead & lift of 10 mts & 2 mts, etc., complete | 6 | m3 | 700 ₹4,200 Lowest |
| 5.00 | Supplying and filling in foundation, basement, etc with filling sand including cost of all material, labour, well watered, rammed and consolidated etc. complete | 20 | m3 | 1,600 ₹32,000 Lowest |
| 6.00 | Providing & laying P.C.C 1:3:6 using 20 mm HBGS jelly for foundation including cost of all material, labour charges, well rammed, consolidated and curing etc. complete | 9.5 | m3 | 6,000 ₹57,000 Lowest |
| 7.00 | R.C.C 1:1.5:3 using 12 to 20 mm HBGS jelly for footing concrete including cost of all material, labour, centering and shuttering, laying, vibrating with vibrators, finishing, curing, etc but excluding cost of reinforcement gril, complete | 1 | m3 | 7,000 ₹7,000 Lowest |
| 8.00 | R.C.C 1:1.5:3 using 12 to 20 mm HBGS jelly for coloumn concrete including cost of all material, labour, centering and shuttering, laying, vibrating with vibrators, finishing, curing, etc but excluding cost of reinforcement gril, complete | 1.5 | m3 | 13,000 ₹19,500 Lowest |
| 9.00 | R.C.C 1:1.5:3 using 12 to 20 mm HBGS jelly for plinth beam concrete including cost of all material, labour, centering and shuttering, laying, vibrating with vibrators, finishing, curing, etc but excluding cost of reinforcement gril, complete | 5.3 | m3 | 13,000 ₹68,900 Lowest |
| 10.00 | Supplying, fabricating and placing in position M.S/R.T.S for all RCC works as per design given in all floors including cost of steel and binding wire, etc., complete. | 990 | Kg | 93 ₹92,070 Lowest |
Tender Value
₹14.9 L
EMD Value
₹17,600
Closing Date
12 Aug 2025, 2:00 pmClosed
SE/CEDC/SOUTH/CBE
O/o. The SE/CEDC/S/CBE
Construction of toilet and allied civil works Alu partition and vitrified tiles Protection wall and entrance gate for accommodation of the AE Town Somanur and AE Rural Somanur Section Office in the existing old control room at Somanur SS
2025_EB_586667_1
SE/CEDC/SOUTH/CBE/No.02/25-26
Open Tender
Civil Works
Works
120 days
SOMANUR SS
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,600
17 Sept 2025
29 Jul 2025
13 Aug 2025
29 Jul 2025
12 Aug 2025
29 Jul 2025
Amount
Clearing scrub jungle in the site and disposing off to a place away from the site including cost of all labour, tools, lead , lift, etc., complete
Earth work excavation for foundation in hard stiff clay, Stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as directed, depositing the surplus earth in places as shown with an initial lead & lift of 10 mts & 2 mts, etc., complete
Earth work excavation for foundation in soft disintegrated rock, laterite, soft rock or kankar and to full depth as directed, depositing the surplus earth in places as shown with an initial lead & lift of 10 mts & 2 mts, etc., complete
Earth work excavation for foundation in Medium and dense medium rock and to full depth as directed, depositing the surplus earth in places as shown with an initial lead & lift of 10 mts & 2 mts, etc., complete
Supplying and filling in foundation, basement, etc with filling sand including cost of all material, labour, well watered, rammed and consolidated etc. complete
Providing & laying P.C.C 1:3:6 using 20 mm HBGS jelly for foundation including cost of all material, labour charges, well rammed, consolidated and curing etc. complete
R.C.C 1:1.5:3 using 12 to 20 mm HBGS jelly for footing concrete including cost of all material, labour, centering and shuttering, laying, vibrating with vibrators, finishing, curing, etc but excluding cost of reinforcement gril, complete
R.C.C 1:1.5:3 using 12 to 20 mm HBGS jelly for coloumn concrete including cost of all material, labour, centering and shuttering, laying, vibrating with vibrators, finishing, curing, etc but excluding cost of reinforcement gril, complete
R.C.C 1:1.5:3 using 12 to 20 mm HBGS jelly for plinth beam concrete including cost of all material, labour, centering and shuttering, laying, vibrating with vibrators, finishing, curing, etc but excluding cost of reinforcement gril, complete
Supplying, fabricating and placing in position M.S/R.T.S for all RCC works as per design given in all floors including cost of steel and binding wire, etc., complete.
Brick work in C.M 1:5 using IInd Class Ground Moulded Chamber Burnt Bricks 9" x 4-3/8" x 2-3/4" for foundation and basement, super structure including including cost of all material, labour, curing, etc., complete
Plastering in C.M 1:5, 12mm thick in all walls surfaces including cost of all material, scaffolding, labour, curing etc. complete
Plastering the roof ceiling in C.M 1:3, 12mm thick for ceiling including including cost of all material, scaffolding, labour, curing etc. complete
Supply and erection of various M.S steel sections on the Masonary opening portion to support the Collection centre shultter portion as directed by engineer incharge, including cost of all machineries, labour,lead,lift, cutting, fixing in correct position, etc., complete complying with standard spicification.
Painting iron works with one coats of synthetic enamel paint first quality and approved colour over a red oxide priming coat of including cost of all materials, labour, priming coat, etc., complete
Supply and fixing of Pre-fabricated Structural Steel, coated galvalume ROOFING SHEET of 0.5mm thickness with SMP coating with colour bond XRW coating, having minimum of 550 Mpa yield strength, Coating 150 GSM as per ASTM 792 or equivalent standard. The structural roofing Panel shall have 1020 mm effective width, nominal 30 mm crest height at nominal 250 mm centre to centre pitch with the embossment (share grove) on top & side of ribs for better composite action including lashing for joints, and all incidental charges.
White washing two coats with white cement over ceiling in all floors, including cost of all materials, labour, scrapping/preparation of surface with sand paper, scaffolding, etc., complete.
Painting the interior walls with two coats of acrylic distemper of approved colour over a primer coat including cost of all materials, labour, scrapping the walls with sand paper, scaffolding, etc., complete
Painting the exterior walls with two coats of ready mixed exterior emulsion paint of first class quality and of approved colour over a primer coat including cost of all materials, labour, scrapping the walls with sand paper, scaffolding, etc., complete
Painting old iron works with two coats of synthetic enamel paint first quality and approved colour including cost of all materials, labour, scrapping old paint with sand paper, scaffolding, etc., complete
Dadooing with glazed tiles of best approved quality of make johnson, neycer etc., over CM 1:3, 12mm thick including cost of all materials, labour, lead, lift, etc., complete. (300mmx450mmx8mm)
Supplying and laying of Non - slippery type ceramic floor tiles of 305x305x6 mm for bath and steps etc., of approved size, quality and colour laid in CM. 1:3, 20 mm thick and pointing with white cement using 0.40Kg./m2 including finishing joint and pointing flush with tiled surface including cost of cement, all materials, labour, curing, lead, lift etc., complete.
Supply and fixing of solid PVC door with frame made out of rigid thermo vinyl polymer extruded section of size 62mmx51mm with 2mm wall thickness,shall be reinforced with special polymeric rods of size 255mmx30mmx25mm and with EPDM gaskets along the frame. The door shutter frame of 40mm thickmade out of one piece moulded rigit thermo vinyl polymer extruded section of size 25mmx40mm with 2mm wall thickness is mitered and joined at corners by stainless steel/ aluminium screws. The infill of the door shutter consists of a seamless one piece multichamber hollow rigid thermo vinyl polymer section of size 762mmx35mm with 1mm wall thickness and with prelaminated glossy finish on either side of door shutter of suitable size including cost of all materials lead lift etc., complete.
Supply and fixing of white wash hand basin of size 550 x 400mm (without pedestal) to the wall in position with all accessories like cast iron brackets, 32mm dia CP brass waste coupling, rubber plug and chain, 32mm dia waste pipe, 15mm dia GM wheel valve, 15mm dia nylone connection, 15mm dia brass CP pillar tap, 15mm brass nipple, etc., complete.
Paving the floor with best quality Double Charged Vitrified Tiles of size 600 x 600 x 8mm of approved colour, shade and quality, laid in C.M 1:3, 20mm thick, in all floors, pointed with the white cement mixed same colour pigments etc., complete.
Supply and fixing of Double Leaf steel door of size 1.2m x 2.1m with M.S angel 40x40x6mm & 35x35x6mm for outer frame & shutter frames, 18-gauge C.R. sheet laid as panel in the shutter and welded intact, M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between, additional stiffeners provided diagonally at the rear side of the shutter, a M.S flat is provided on one shutter to conceal the gap b/w two shutter, 6 Nos of hinges & 6 Nos of holdfasts spliced at the ends & welded to the outer frames, Tower bolts 2 Nos one at the top and the other at the bottom, 1 No Aldrop & 1 No rotaing locking arrangements for the inner side of the door to be provided. All members are painted with two coats of synthetic enamel paint of approved colour over one coat of red oxide priming coat, including cost of all materials, labour, transportation to site of work, loading, un loading and all other incidental charges etc., complete.
Supplying and fixing in position of steel sheeted windows (Four Leaves) with Outer frames & shutter frame made of 'Z' section F7D of size 33 x 25 x 3mm and and mullion 'J' section (F4B) of size 46x25x3mm, each openable shutter should not exceed a width of 600mm, shutter panel to be covered with 18 gauge cold rolled sheet and welded intact with shutter frames, Diagonall stiffeners using 18x5mm MS Flat for each shutter to the suitable length welded to hold CR Sheets in position firmly, 2 numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18x5mm MS flats revetted to the shutters, suitable opening is left for easy operation, a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle, each window shutter having an adustable stay made out of 18 x 5mm MS flat of lenght 320mm with three adjustable position and a matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm, 120mm length welded to the shutter at two place equivalent from each from top and bottom of the shutter.An MS square rod of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with two coat of enamel paint over one coat of red oxide primer, includes cost of all materials, labour charges and other incidental charges, etc., complete.
Dismantling,carefully stacking the existing window including removal of frames, hinges and fastenings to the nearby area for re use as directed by engineer incharge, including cost of all machineries, labour,lead,lift, etc., complete
Dismantling,clearing way the existing brick/stone masonry in cement mortar walls to the nearby area as directed by engineer incharge, including cost of all machineries, labour,lead,lift, etc., complete
Fabricating and providing aluminium partition using anodised aluminium section of size 95mmX 44mmX1.10mm for bottom , 63mmX 38mm X 1.10mm with powder coating of reqd colour for vertical and horizantal sections with exterior quality water proof MDF board prelaminated on both sideswith kiln dried soft wood of approved make and colour for top and bottoms and 5.5mm thick pin headed glass for intermediate panels including cost of all materials ,labour aceessories, all lead and lift etc.,complete.
Fabricating and providing aluminium door using standard anodized aluminium sections of size 95mmx44mmx1.10mm for botom 44mmx44mmx 1.10mm for top and intermediate 50mmx44mmx 1.10mm with powder coating of reqd colour vertical and horizantal rails with approved quality 12mm thick particle board pre-laminated on both sides for bottom panel and 5.5mm thick pin headed glass for top panel, fixing the door as directed by the Engineer including cost of all materials, all labour, aceessories such as door pivot, stopper, lock handle, door closer etc., all lead and lift etc., complete.
Supply and fixing of iron entrance gate using M.S steel angles & sections shultter portion as directed by engineer incharge, including cost of all machineries, labour,lead,lift, cutting, fixing in correct position, etc., complete complying with standard spicification.
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