Tender For Mc & Ew (Unprotected Monument) To Construction Of Boundary Wall At Satdhara Mound, Khajuraho,Dist. Chhatarpur (Mp), khajuraho-Madhya Pradesh

Tender For Mc & Ew ( Unprotected Monument ) To Construction Of Boundary Wall At Satdhara Mound, Khajuraho, Dist. Chhatarpur ( Mp ) ; 1 Dismantling And Stacking Within 50 Metres Lead, Fencingposts Or Struts Including All Earth Work And Dismantling Of Concrete Etc. In Base Of T Or L Iron Or Pipe [ Each ] 2 Dismantling Barbed Wire Or Flexible Wire Rope In Fencingincluding Making Rolls And Stacking Within 50 Metres Lead. Kg. [ Kg ] 3 Earth Work In Excavation By Mechanical Means ( Hydraulicexcavator ) / 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 Lift Upto 1.5 M, [ M3 ] 4 Providing And Laying Insuit Cement Concreting 1:3:6 ( I.E 1Cement : 3 Sand: 6 Stone Aggregate Of Size 20 Mm ) Of Trap / Granite / Quartzite / Geniss Metal For Foundation And Bedding Bailing Out Water, Compacting Finishing Uneven & Honey Combed Surface Including Curing Etc. Complete [ M3 ] 5 Providing R.R Masonry Of Trap / Granite / Quartzite / Genissstone In Cement Mortar 1:6 In The Foundation And Plinth Including Leveling Up To Plinth Level With Including Curing Complete With Lead Of 500M And Lift Of 3M. Etc [ M3 ] 6 Providing And Laying Damp-Proof Course 50Mm Thick Withcement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone- Iii ) Derived From Natural Sources : 4 Graded Stone 20Mm Nominal Size Derived From Aggregate Natural Sources ) . [ M2 ] 7 Coursed Rubble Masonry With Hard Stone ( First Or Secondsort ) In Superstructure Above Plinth Level And Upto Floor Five Level. Masonry Work ( First Sort ) , In Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) [ M3 ] 8 Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4Graded Stone Aggregate 40 Mm Nominal Size ) In Pavements, Laid To Required Slope Aggregate 40 Mm Nominal Size ) In And Camber In Panels As Required Including Consolidation Finishing Pavements, Laid To Required Slope And Tamping Complete [ M3 ] 9 Providing Of Pointing In Cement Mortar 1:3 Including Wipingout Mortar Showing The Edges Of Stone With Lead Of 100M And Lift Of 6M Matchinf The Stone Color Etc [ M2 ] 10 Provsion For Supply And Installation Of Mg Grill Of Size02x01m, Made Up Of 02 No.S Of Vertical Ms Angle 50X50x05mm Of Size , Horizontal Angle 50X50x05mm Of Size 2M, With 18 No.S Of Pointed Ms 16 Mm Dia Square Bar, Including Fabrication, Transportation And Installation With One Coat Of Primer Complete [ Kg ] [ Specification :- Weight Of One Grill, Vertical Ms Angle ( 50X50x5mm ) 02 Nox1.2M Lenghtx3.6 Kg / M Weight = 8.64 Kg, Horizontal Ms Angle ( 50X50x5 ) 02 NoS X 02 M Length X 3.6 Kg / M Weight = 14.4 Kg, Ms Angle Foot ( 50X50x5mm ) 02 No X 0.30 M Length X3.6 Kg / M Weight = 2.16 Kg, Ms Flat ( Horizontal ) ( 50X5 Mm ) 01 NoS X 2M Length X 1.96 Kg / M Weight = 3.92 Kg, Ms 16M Dia Square Bar With Pointed Tip 18 NoS X 1.2 M Length X2 Kg / Meter = 43.2 Kg, Ms Iron Nut And Bolt 04 NoS X 0.1 Kg = 0.400 Kg, Thus Total Weight Of One Grill Is 73 Kg ( Round Off ) , Weight Of 160 Grills @ 73 Kg / Grill = 11680.00 / - ] 11 Provision For Supply And Fixing Of Double Panel Ms Anglegate Of Size 04 Mx2.5M With Vicket Gate Of Sixe 01Mx02m, 36 No.S Of Mms 16 Mm Dia Square Bar With Pointed Tip On Each Panel, Ms Angle Of Size 50X50x5mm With Double Padlock As Per Design. [ Kg ] [ Kg ] [ Specification :- Weight Of Vetical Ms Angle ( 50X50x5mm ) 04 No.S X 2.0 M Length X3.6 Kg / M = 36 Kg, Weight Of Horizontal Angle ( 50X50x5mm ) 06 No X 2M Length X 3.6 Kg / M = 43.2 Kg, Weight Of Vicket Gate Vertical Angle ( 50X50x5mm ) 02 No.S X 1.5M X 3.6 Kg / M = 10.8 Kg , Weight Of Vicket Gate Horizontal Angle ( 50X50x5mm ) 03 No.S X 1.0M X3.6 Kg / M = 13.8 Kg, Weight Of Ms Angle 50X50x5mm Side Hold Fast 10 No.S X 0.3Mx3.6Kg / M=3.6 Kg / M, Weight Of Ms Angle 50X50x5 Mm Bottom Hold Fast 02X0.5X3.6 Kg / M = 3.6 Kg, Weight Of Ms 16Mm Dia Sq Bars 36 No.S X 3.2 Mx 2 Kg / M = 180 Kg, Weight Of Ms Flat 04 No.S X 2 Mx1.96 Kg / M = 15.68 Kg, Weight Of Ms Pad Lock 02 No.S X 3 Kg / Each = 6 Kg, Additional Extra For Miscellaneous = 5 Kg, Total Weight Of One Gate Is 317 Kg ] 12 Painting Steel Work With Deluxe Multi Surface Paint To Givean Even Shade. Two Or More Coat Applied @ 0.90 Ltr / 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr / 10 Sqm Of Approved Brand And Manufacture [ M2 ] 13 Purchase Of T&P And Other Miscellaneous Items Necessary During Work

Refer document

INR 109852.0 /-

INR 43.94 Lakhs /-

Name of Work: MC &EW (Unprotected monument) to construction of boundary wall at Satdhara Mound, Khajuraho,Dist. Chhatarpur (MP)

Sl. No.	Item Description
1	Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of T" or "L" iron or pipe [EACH]
2	Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. kg. [KG]
3	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 lift upto 1.5 m, [M3]
4	Providing and laying insuit cement concreting 1:3:6 (i.e 1 Cement : 3 Sand: 6 Stone aggregate of size 20 mm)of trap/granite/quartzite/geniss metal for foundation and bedding bailing out water, compacting finishing uneven & honey combed surface including curing etc. complete [M3]
5	Providing R.R masonry of trap/granite/quartzite/geniss stone in Cement mortar 1:6 in the foundation and plinth including leveling up to plinth level with including curing complete with lead of 500m and lift of 3m. etc [M3]
6	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone- III) derived from natural sources : 4 graded stone 20mm nominal size derived from aggregate natural sources). [M2]
7	Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) [M3]
8	Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope aggregate 40 mm nominal size) in and camber in panels as required including consolidation finishing pavements, laid to required slope and tamping complete [M3]
9	Providing of pointing in cement mortar 1:3 including wiping out mortar showing the edges of stone with lead of 100m and lift of 6m matchinf the stone color etc [M2]
10	Provsion for supply and installation of MG Grill of size 02x01m, made up of 02 No.s of vertical MS angle 50x50x05mm of size , horizontal angle 50x50x05mm of size 2m, with 18 No.s of pointed MS 16 mm dia square bar, including fabrication, transportation and installation with one coat of primer complete [KG] [ Specification :- Weight of One Grill, Vertical MS Angle (50x50x5mm) 02 Nox1.2m Lenghtx3.6 Kg/m Weight = 8.64 Kg, Horizontal MS Angle (50x50x5) 02 No"s x 02 m Length x 3.6 Kg/m Weight = 14.4 Kg, MS Angle foot (50x50x5mm) 02 No x 0.30 m Length x3.6 Kg/m Weight = 2.16 KG, MS flat (Horizontal )(50x5 mm) 01 No"s x 2m Length x 1.96 Kg/m weight = 3.92 Kg, MS 16m dia Square bar with pointed tip 18 No"s x 1.2 m Length x2 Kg/meter = 43.2 Kg, MS Iron Nut and Bolt 04 No"s x 0.1 Kg = 0.400 Kg, Thus total weight of one Grill is 73 KG (Round off), Weight of 160 Grills @ 73 Kg/grill = 11680.00/- ]
11	Provision for supply and fixing of double panel MS angle gate of size 04 mx2.5m with vicket gate of sixe 01mx02m, 36 No.s of MMS 16 mm dia square bar with pointed tip on each panel, MS Angle of size 50x50x5mm with double padlock as per design. [KG] [KG] [ specification :- Weight of Vetical MS Angle (50x50x5mm) 04 No.s x 2.0 m Length x3.6 Kg/m = 36 KG, Weight of Horizontal Angle (50x50x5mm) 06 No x 2m length x 3.6 Kg/m = 43.2 Kg, Weight of vicket Gate Vertical Angle (50x50x5mm) 02 No.s x 1.5m x 3.6 Kg/m = 10.8 Kg , Weight of vicket Gate Horizontal Angle (50x50x5mm) 03 No.s x 1.0m x 3.6 Kg/m = 13.8 Kg, Weight of MS Angle 50x50x5mm Side Hold Fast 10 No.s x 0.3mx3.6Kg/m=3.6 Kg/m, Weight of MS Angle 50x50x5 mm Bottom Hold Fast 02x0.5x3.6 Kg/m = 3.6 Kg, Weight of MS 16mm dia Sq bars 36 No.s x 3.2 mx 2 Kg/m = 180 Kg,Weight of MS Flat 04 No.s x 2 mx1.96 Kg/m = 15.68 Kg, Weight of MS Pad Lock 02 No.s x 3 Kg/each = 6 Kg, Additional extra for miscellaneous = 5 Kg,Total Weight of One Gate is 317 KG ]
12	Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture [M2]
13	Purchase of T&P and other miscellaneous items necessary during work