Tamil Nadu Warehousing Corporation Tender
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Tamil Nadu Warehousing Corporation - TNWC Tender
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date19 Aug 2024
Closing Date17 Sep 2024
Tender Amount₹ 2,01,79,328
Costs
EMD
₹ 1,07,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_TNWC_472157_1Bid Award Id
ViewTender No
Rc. No. 3190/2024/C2Tender Authority
Tamil Nadu Warehousing Corporation ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
Special Repairs to Godown No. 1 to 7 such as flooring, replacement of roofing sheet, plastering, painting of walls, iron painting, wood painting, repairs to rolling shutters, loading platform, repairs to road etc.., at Dindigul Warehouse.
Special Repairs to Godown No. 1 to 7 such as flooring, replacement of roofing sheet, plastering, painting of walls, iron painting, wood painting, repairs to rolling shutters, loading platform, repairs to road etc.., at Dindigul Warehouse.
BOQ Items
AC sheet without roof timbers
2988
-
-
Brick/Stone masonry in Cement mortar walls
150
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-
Earth work excavation for foundation in HSC 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 as shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. (for wide excavation)
96.58
-
-
Earth work excavation for foundation 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 as shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. (for narrow excavation)
89
-
-
Supplying and filling in foundation, basement, etc with filling crushed stone 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.
35
-
-
Supplying and filling in foundation, basement, etc with filling stone dust 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.
28.97
-
-
Supplying and filling in foundation, basement, etc with filling red gravel 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.
27
-
-
Chipping the concrete and Roughening the surface etc., complete complying with standard specification and as directed by the departmental officers.
100
-
-
Cement Concrete 1:5:10 (One Cement, Five crushed stone 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
144
-
-
Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight 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
28.97
-
-
Plain Cement Concrete 1:2:4 (One cement, two M.Sand and four 10-12mm metal) 50mm thick using 10 to 12mm gauge hard broken stone jelly including laying, finishing the top with power trowel and the top rubbed smooth with necessary groove cutting as isntructed, cost and conveyance of all materials and all labours charges as per standard specification same as directed by the Engineer-incharge.
196
-
-
Plain Cement Concrete 1:1.5:3 (One cement, One and Half M.Sand and Three 10-12mm metal) 50mm thick using 10 to 12mm gauge hard broken stone jelly including laying, finishing the top with power trowel and the top rubbed smooth with necessary groove cutting as isntructed, cost and conveyance of all materials and all labours charges as per standard specification same as directed by the Engineer-incharge.
52.15
-
-
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. (Contractor has to make his own arrangements for the supply of steel and binding wire)
80.4
-
-
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 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 standard specificaiton. (Payment for centering shall be given after the concrete is laid) (For centering of Plinth beam & Grade beam Without strutting)
102
-
-
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 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 standard specificaiton. (Payment for centering shall be given after the concrete is laid)
-
-
-
For plane surface such as RCC floor slab, roof slab, beams, lintels, Landing slab, waist slab, portico slabs, and beams etc
240
-
-
For plane surface such as rectangular or square RCC columns, sunshade top and bottom slab of RCC boxing etc
86
-
-
Reinforced Cement Concrete 1:1.5:3 (One Cement, One and Half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including mixing of concrete with mixer machine, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers.
-
-
-
For Foundation & Basement
60
-
-
For Super structure in GF upto 4.50m height
8
-
-
For Super structure in FF above 4.50m height
16
-
-
Supplying and fixing in position 100 x 50 x 7.5 mm @ 9.20kg/Rm. channel for the face of RAT GUARD EDGING slab with MS bolts 16mm dia 45 cm long at 2m centre to centre forming protection to the loading platform finishing in fllush with the slab with CM 1:3 ( One cement and three sand ) etc., complete including painting the exposed surface of MS channel with two coats of synthetic enamel paint over one coat of red oxide primer.
80
-
-
Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two M-sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawel, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (For 50 mm thick). Excluding rental charges for power trawel.
100
-
-
Finishing the top surface of Granolithic flooring in P.C.C 1:2:4 using mechanical Power Trawel till the required time and level and finishing the same neatly as per standard specifications and as directed by the Engineer-incharge.
100
-
-
Providing expansion joint at 6mtr intervals across the flooring by cutting the grooves 6mm wide and full depth of concrete by contractors own mechanical means and filling the gap with polysulphide sealent and adding admixtures recron 3s for crackfree construction at the rate of 125 gms pack per 50 kg of cement with all lead, lift and other incidental works, etc complete and as directed by the Engineer-Incharge.
532.4
-
-
Brick work with Cement Mortar 1:5 (One of cement and five of M-sand) using best quality II class Ground molded chamber burnt bricks of size 9" x 4-3/8" x 2-3/4" including curing, etc., complete complying with standard specification.
-
-
-
For Foundation & Basement
16
-
-
For Super structure in Ground floor upto 4.50m height
34
-
-
For Super structure in First floor
43
-
-
Providing of stack plan by using two coats of enamel paint of width 100mm including cleaning the surface, marking, tape fixing, all labour charges and all materials cost and all other incidental expenses etc.,
488
-
-
Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 20mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
620
-
-
Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
468
-
-
Plastering with Cement Mortar 1:3 (One cement and Three Plastering sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
78
-
-
Plastering with Cement Mortar 1:3 (One cement and Three Plastering sand), 20mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
860
-
-
Supplying and Fixing in position teak wood frame glazed Ventilators office 1.50 x 0.60m with central hung swing shutter of 12mm dia MS sq.bars for protection and 2 Numbers of clamps with outer frame and using 5.5 mm thick glass for panel including dismantling the masonry wherever necessary for fixing the ventilator and redoing the same to the original condition fixing the ventilator in position etc.,complete complying with standard specification
10
-
-
Supplying and fixing in position air inlet windows of size 1.20M x 0.60M with 75mm x 85mm country wood frame and protected with grills made up of 12mm square M.S. bars welded to form squares at 8 cm centres fixed in the middle and providing with weld mesh 25mm x 25mm, 10 gauge on the outside and provided with four long glazed shutters 38mm thick frame with 75mm x 38mm using 14 or classes including 50mm x 6mm x 250mm long M.S. holdfasts 2 Nos. 4 Nos. oxidized steel tower – bolts 10mm long, 8 Nos. oxidized steel hinges 75mm and screws etc.,complete complying with standard specification
6
-
-
Removing the Existing Ventilator clearing away and carefully stacking materials useful for re-use etc. Complete Complying with standard specification.
14
-
-
Repair and Servicing the Existing wornout wooden/iron Ventilators etc.., including cost of replacing materials and labour charges etc.., including cost of weld mesh complete complying with standard specifications.
226
-
-
Repairing the Manual Rolling Shutters of size 1.80m x 2.44m and replacing the Exisiting worn out spares like M.S tension spring, small lathe, empty pully and double ball bearing, locking arrangements and also servicing the gear box and shutter for smoothening function and pull operation etc,. including cost of replacing materials labour charges etc complete complying with standard specification.
30
-
-
Providing and fixing colour coated galvalume profile sheets (Make- TATA/JSW) with the depth of 30 mm and pitch of corrugation 200 mm (Colour and shape of profile as approved by the Engineer-in-charge), 0.47 mm(TCT) total coated thickness( tolerance as per relevant IS code), material yield strength 550 MPa, galvalume AZ-150 GSM (both side inclusive) with regular modified polyester paint and coating of 20-25 micron RMP on exposed surface including primer and 7-10 micron epoxy coating on unexposed surface including primer. The sheet should be supplied in single length as shown in drawing or as desired by Engineer in charge and shall be fixed using stainless steel Hex cap headed self drilling/ tapping stainless steel screws M6, 65 mm long with 3 mm thick EPDM seal and Stainless steel stitching screw of size 19X2.5 mm excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. All screw should be sealed with silicon sealant. (The contractor should take over the AC sheets on buy back policy).
3029
-
-
Supplying and fixing in position the Galvalume sheet 26g thick size of 8'x4' over existing dispositioned ac sheet ridges with 6" over lap of each 8'x4' sheet to end to end by keeping 2" on eiether side ridge portion including the cost of screws,complete complying with standard specification.
205
-
-
Supplying and fixing corrugated Poly Carbonate Sheet of size 3.00m x1.06m of 6mm tk on the roof in-between the colour coated Galvolume sheets for proper lighting with necessary screws and EPDM rubber washers, Complying with standard specification and as directed and specified by the departmental officers including cost of loading ,unloading and transportation charges etc., complete complying with standard specification.
49
-
-
Providing anchorage arrangements to the existing GI ridge sheet over the AC ridge sheet using MS FLAT of size 40 mm x 6 mm including the cost of materials like MS FLAT WITH bolts and labor charges for cutting drilling and fitting etc.complete with standard specification.
474
-
-
Painting new wood works with two coats of best quality synthetic enamel paint of approved quality and colour ( the colour and quality should be got approved by the Engineer incharge before use on works) the rates inclusive of removing paint from doors, windows and wood works by manual labour including cost of brushes, scaffolding charges, finishing neatly etc., complete complying with standard specification and as directed by the Departmental officers during execution of work.
55
-
-
Painting old wood works with two coats of best quality synthetic enamel paint of approved quality and colour ( the colour and quality should be got approved by the Engineer incharge before use on works) the rates inclusive of removing paint from doors, windows and wood works by manual labour including cost of brushes, scaffolding charges, finishing neatly etc., complete complying with standard specification and as directed by the Departmental officers during execution of work.
540
-
-
Painting new iron works two coats such as steel doors, windows, steel grills, ventilators, window bars, balustrades etc., of best approved first quality and colour of synthetic enamel paint in all floors, etc., over one coat of red oxide primer cleaning the surface before applying paint etc, complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Engineer incharge before use on works)
260
-
-
Painting old iron works two coats such as steel doors, windows, steel grills, ventilators, window bars, balustrades etc., of best approved first quality and colour of synthetic enamel paint in all floors, etc., including removing old paint from iron surface with sand paper, complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Engineer incharge before use on works)
7960
-
-
Painting the walls with Plastic emulsion paint two coats over one coat of primer includign thorough scrapping as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications (The colour and shade of the emulsion paint shall be got approved by the Engineer incharge before use of work).
11950
-
-
White washing two coats with freshly burnt white shell lime in all floors including cost of lime, blue powder fevicol type gum, brushes, scaffolding charges, etc., complete complying with standard specification and as directed.
1430
-
-
Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessry PVC shoe, PVC bend, stainless steel gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of stainless steel gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of removable SS grating. The PVC pipe shall be fixed in wall with special type of "U" clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification. 110mm dia PVC Pipe.
170
-
-
Removing the Existing Damaged Rain Shelters and clearing shifted in to the inside of the campus as per direction of Departmental Engineers etc. Complete Complying with Standard Specification.
16
-
-
Removing the Existing Roof Trusses with Purlin and Tie runners and stocking the campus for Re errction of Trusses including all labour charges for cutting with welding to loosen the bed bolt and errection bolts etc., complete complying with standard Specification.
1390
-
-
Re-erectioning the Existing Roof Trusses with Purlin and Tie runners including cost of erction bolts and nuts and nuts of bed bolts and labour charges for fitting of Purlin and Tie Runner etc., complete complying with standard Specification.
1390
-
-
Providing two legged scaffolding using 15cm diameter casuarina posts or best quality of bamboo posts of 4m over all length (3m+0.5m projection+0.5m upto the ground) the distance between the two rows being 1.25m and the spacing of posts being 2m in both the rows with two horizontal posts with 0.5m overlap on either side and braces at 2m c/c including longitudinal and transverse middle braces to step up and providing a platform with silver oak planks of 40mm thick and 1m width etc.,in a complete form using coir and nails,etc., complete as per standard specification and as directed by the departmental officers during execution of work.
-
-
-
Upto 8.00m height
163
-
-
Above 8.00m and upto 10.50m height
28
-
-
Providing Anti termite treatment for flooring worketc., complete complying with standard specifications and as directed by the departmental officers.
312
-
-
Providing laying compacting Wet Mix Macadam with clean, crushed, graded aggregate and granular material, premixed with water to a dense mars on a prepared subgrade /subbase/ base or existing pavement as the case may be in accordance with the requirement of these specification and thickness as per approved drawings or as directed by the Engineer.
28.97
-
-
Supplying assembling and Errection of Cantilever Trusses with Purlin for Rain Shelter arrangements for opening Rolling Shutters in Godown. The Cantilever Trusses making with Mild Steel Hollow square Tube Section of Size 50x50x2.50mm for bottom and Rafter members and cross members tie up with 25x25x2.50mm size of MS Square tube sections also the Two trusses tie up with 4 Nos of Purlins to a Length of 5.10m and size of 100x50x2.50mm Rectangular Section, the Purlins to be fixed with required MS Cleat Angle, the roof shelter to be covered with Galvalume sheet of 0.47mm thick with required curved at the end of sheet and the rate inclusive of Cost of Materials like MS pipes, Angle, and Galvalume Roofing Sheet and required bolt and Nutts also including necessary masonry work to errected the cantilever trusses the trusses and Purlins to be painted with two coats of synthetic enamel paint over one coat of Red Oxide Primer etc. Complete Complying with Standard Specification. ( The trusses and Roofing sheets should be got approved from the depatmental Engineer incharge before use on Work.)
16
-
-
Sub total
-
-
-
GST in 18%
1
-
-
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