Tender For Providing Cement Concrete Pavement And Drain At Ward No 8 Chathiram Street In Kayathar Town Panchayat., kayathar-Tamil Nadu

Tender For Providing Cement Concrete Pavement And Drain At Ward No 8 Chathiram Street In Kayathar Town Panchayat. ; 1 Earthwork Excavation For Foundation In All Soils And Sub Soils In Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders And To Full Depth As May Be Directed, Except In Hard Rock, Requiring Blasting Including Shoring And Shuttering And Bailing Out Of Water Wherever Necessary, Refilling The Sides Of Foundation With Excavated Earth Or Sand In Layer Of Not More Than 15Cm Thick.Well Rammed And Consolidated And Depositing On Bank With Initial Lead And Lift Of 10M & Initial Lift Of 2M And Depositing The Surplusr Earth Within The Compound In Places Shown By The Departmental Officers With Iniital Lead And Lifts, Clearing And Levelling The Site Etc., Complete As Per Ss20b And As Directed By Departmental Engineers ( Tnbp No.17, 23, 24 ) . 2 Plaincement Concrete 1:4:8 Mix ( Onepart Of Cement, Four Part Offine Aggregate And Eight Part Ofcoarse Aggregate ) Using 40Mm Iss Hbg Metal For Foundation And Basement Including Dewatering If Found Necessary And Laid In Layer Of Not More Than 15Cm Thick And Consolidated Including All Cost Conveyance Of Materials And Labour Charges Etc. Complete As Per Standard Specifications And As Directed By Departmental Engineers ( Tnbp No.28 ) . 3 Supplying And Erecting Centering For Sides And Soffits Including Supports And Strutting Uptp 3.29M Height For Plane Surfaces In All Floors With All Cross Bracings Using Mild Steel Sheets Of Size 90Cmx60cm And 10 Gauge Stiffened, Welded With Mild Steel Angles Of Size 25Mmx25x3mm For Boarding Laid Over Silver Oak ( Country Wood ) Joist Of Size 10Cmx6.5Cm Dia Spaced About 90Cm Centre To Centre And Supported By Casuarina Props Of 10Cm To 13Cm Dia Spaced At 75Cm Centre Tocentre Etc.Complete Complying With Standard Specification And As Directed By The Departmental Engineers. Tnbp No.30 4 A ) With Out Strutting ( Pcc Work ) 5 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. 6 Granolithic Floor Finishing With Cement Concrete 1:2:4 ( One Part Of Cement, Two Parts Of Sand And Four Parts Of Iss Hbg Metal ) Mix Using 6Mm To 10Mm Iss Size Hbg Metal To 25Mm Thick Including Cost And Conveyance Of All Materials Etc.And All Lobour Charges Etc.Complete As Per Standard Specification And As Directed By The Departmental Officers. Tnbp No:39-F 7 Picking The Existing Surface 3 To 5 Cm Deep Removal Of Picked Up Staff To The Side Berms And Using The Useful Metal To The Road Hand Packing To Camber Sectioning Levelling Etc., Complete As Per Including Labour Charges For Picking And Other Tools And Plants Etc., Complete As Per Standard Specifications. 404 Ofmorth 8 Plaincement Concrete 1:11 / 2:3 Mix ( One Part Ofcement, One And A Half Part Offine Aggregate And Three Part Ofcoarse Aggregate ) Using 20Mm Iss Hbg Metal For Foundation And Basement Including Dewatering If Found Necessary And Laid In Layer Of Not More Than 15Cm Thick And Consolidated Including All Cost Conveyance Of Materials And Labour Charges Etc. Complete As Per Standard Specifications And As Directed By Departmental Engineers ( Tnbp No.28 ) 9 Paver Finishing The Cc Road Using The Power Trowel Including All Cost And Conveyance As Per Std Specification Etc Complete; 10 Provision For 15Mm Thick Bitumen Pad Including All Cost And Conveyance Etc Complete As Per Std Specification; 11 Earth Work Excavation For Foundation And Depositing On Bank With In The Initial Lead Of 10M And A Lift Of 2M In Hard Stiff Clay, Stiff Block Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders Etc. Complete. Complying With Std. Specifications.Ss 20 B 12 Supplying, Fabricating And Placing In Position Mild Steel Or Tmt Rods For All Reinforced Cement Concrete Works As Per Design Given Including Cost Of Steel And Binding Wire With All Conveyance And Lead Charges In All Floors Etc.Complete Complyingwith Standard Specifications And As Directed By The Deparmental Engineers.Tnbp No:30

Refer document

INR 20000.0 /-

INR 20 Lakhs /-

Name of Work:ProvidingCement concrete Pavementand Drain at Ward no 8 Chathiram streetin Kayathar Town Panchayat

Sl. No.	Item Description
1	Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24).
2	PlainCement Concrete 1:4:8 mix (Onepart of Cement, Four part ofFine Aggregate and Eight part ofCoarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
3	Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30
4	A) WITH OUT STRUTTING ( PCC Work)
5	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.
6	Granolithic Floor finishing with Cement Concrete 1:2:4 (One part of cement, two parts of sand and four parts of ISS HBG metal) mix using 6mm to 10mm ISS size HBG metal to 25mm thick including cost and conveyance of all materials etc.and all lobour charges etc.complete as per Standard specification and as directed by the departmental officers. TNBP No:39-F
7	Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 ofMORTH
8	PlainCement Concrete 1:11/2:3 mix (One part ofCement,One and a half part ofFine Aggregate and Three part ofCoarse Aggregate) Using 20mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28)
9	Paver finishing the CC Road using the Power Trowel including all cost and conveyance as per std specification etc complete;
10	Provision for 15mm thick bitumen pad including all cost and conveyance etc complete as per std specification;
11	Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 B
12	Supplying, fabricating and placing in position mild steel or TMT rods for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc.complete complyingwith standard specifications and as directed by the deparmental engineers.TNBP No:30