Tender For Miscellaneous Civil Works Of High Tea Building, prayagraj-Uttar Pradesh

Tender For Miscellaneous Civil Works Of High Tea Building- 1 Brick Work In Foundation For Floor Making For Puf Hall Back Of Aministration Building 01. ( Dsr-2023, 6.1.2 ) *0.735 2 Sand Filling In Plinth Including Supply Of Necessary Quantity Of Sand From A Distance Not Exceeding 8Km From The Site Of Work Includingwatering, Ramming, Dressing Etc. Rate To Include Cost Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. ( Dsr-2023, 2.27 ) *0.735 3 62 Mm Thick Cement Concrete Flooring With Concrete Hardener Topping, Under Layer 50 Mm Thick Cement Concrete 1:2:4 ( 1 Cement : 2 Coarsesand : 4 Graded Stone Aggregate 20Mm Nominal Size ) And Top Layer12mm Thick Cement Hardener Consisting Of Mix 1:2 ( 1 Cement Hardenermix : 2 Graded Stone Aggregate, 6Mm Nominal Size ) By Volume, Hardeningcompound Mixed @ 2 Litre Per 50 Kg Of Cement Or As Per Manufacture’Sspecifications. This Includes Cost Of Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. ( Dsr-2023, 11.5 ) *0.735 4 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete.25Mm Thick. ( Dsr-2023, 11.26.1 ) *0.735 5 Providing And Laying Gang Saw Cut , Mirror Polished Pre Moulded And Pre Polished Machine Cut Granite Stone Of Required Size And Shape Of Approved Shade, Colour And Texture In Footpath, Flooring In Road Side Plazas And Similar Locations, Laid Over 20Mm Thick Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including Grouting The Joints With White Cement Mixed With Matching Pigment, Epoxy Touch Ups Etc. Complete As Per Direction Of Engineer-In-Charge. As Per. ( Dsr-2023-16.87.1 ) *0.735 6 12.5 Mm Thick Tapered Edge Glass Reinforced Gypsum ( Grg ) Board False Ceiling Conforming To Is: 2095- ( Part 3 ) :1996 ( Boards With Bis Certification Marks ) . ( Dsr-2023-12.45.3 ) *0.735 7 Earth Work In Excavation By Mechanical Means { Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And For All Lift, As Directed By Engineer-In-Charge.Dsr-2.6.1X0.735 8 Excavating, Supplying, Stacking And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Foundation Trenches, Plinth, Sides Offoundation Etc. Complete For All Lift. Dsr-2.25Ax0.735 9 1 :4:8 ( 1 Cement : 4 Coarse Sand ( Zone-Ill ) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) . Dsr-4.1.8X0.735 10 As In Item Abovebut Inr.C.C.Raft Foundation And Footingwithapproved Stone Ballast. ( Using1:1.5:3Mix Concrete ) Dsr-5.3X0.735 11 As In Item Above But In R.C.C. Columns In 1:1.5:3 Having Strength Not Less Than M-20. Dsr-5.3X0.735 12 As In Item Above But For Thelighterbeams I.E. Having Spans Upto 6 M. ( Pwd- 285 Analysis ) Dsr-5.3X0.735 13 Brick Work With Common Burnt Clay Machine Moulded Perforated Bricks Of Class Designation 12.5 Conforming To Is: 2222 In Superstructure Above Plinth Level Up To Floor Five Level In Cement Mortar 1 : 6 ( 1 Cement : 6 Coarse Sand ) : With F.P.S. ( Non Modular ) Bricksdsr-6.3.1X0.735 14 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-5000 Or More.Dsr-5.22.6X0.735 15 Structural Steel Work In Single Section, Fixed With Or Without Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. Dsr-10.1X0.735 16 12 Mm Cement Plaster Of Mix :1:4 ( 1 Cement: 4 Fine Sand ) Dsr-13.1.1X0.735 17 Finishing Walls With Water Proofing Cement Paint Of Required Shade :New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) Dsr-13.44.1X0.735

INR 944 /-

INR 306000.0 /-

INR 30.62 Lakhs /-

Name of Work:gkbZ Vh Hkou dk fofo/k flfoy dk;ZA

Sl. No.	Item Description
1	Brick work in foundation for Floor Making for Puf Hall Back of Aministration building 01. (DSR-2023, 6.1.2)*0.735
2	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work includingwatering, ramming, dressing etc. rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. (DSR-2023, 2.27)*0.735
3	62 mm thick cement concrete flooring with concrete hardener topping,under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20mm nominal size) and top layer12mm thick cement hardener consisting of mix 1:2 (1 cement hardenermix : 2 graded stone aggregate, 6mm nominal size) by volume, hardeningcompound mixed @ 2 litre per 50 kg of cement or as per manufacture’sspecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. (DSR-2023, 11.5)*0.735
4	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 25mm Thick. (DSR-2023, 11.26.1)*0.735
5	Providing and laying gang saw cut , mirror polished pre moulded and pre polished machine cut Granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. as per. (DSR-2023-16.87.1)*0.735
6	12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board false ceiling conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks). (DSR-2023-12.45.3)*0.735
7	Earth work in excavation by mechanical means {Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.DSR-2.6.1x0.735
8	Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides offoundation etc. complete for all lift. DSR-2.25Ax0.735
9	1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR-4.1.8x0.735
10	As in item abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) DSR-5.3x0.735
11	As in item above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. DSR-5.3x0.735
12	As in item above but for thelighterbeams i.e. having spans upto 6 m. (PWD- 285 analysis) DSR-5.3x0.735
13	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1 : 6 ( 1 cement : 6 coarse sand): With F.P.S.(non modular) bricks DSR-6.3.1x0.735
14	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more.DSR-5.22.6x0.735
15	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR-10.1x0.735
16	12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) DSR-13.1.1x0.735
17	Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR-13.44.1x0.735