Ktwbharadino4tq.Sillod As Per Nit- Canal Seating Of Embankment Filter Drains / Catch Water Drains Etc And Placing Excavatedstuff Neatly In Dump Area Or For Formation Of Service Road / Embvwnkment As Directed Including Cost Of Materials Machinery Labour Dr, KTWBHARADINO4TQ.SILLODDistAurangabad-Maharashtra

Ktwbharadino4tq.Sillod As Per Nit- Canal Seating Of Embankment Filter Drains / Catch Water Drains Etc And Placing Excavatedstuff Neatly In Dump Area Or For Formation Of Service Road / Embvwnkment As Directed Including Cost Of Materials Machinery Labour Dressing Bed And Sides To Required Level And Profile Etc Complete With Lead Up To 15 M And All Lifts As Directed 2 Excavation In Hard Murum Including Boulders Upto 0.60M Diameter ( 0.113 Cum ) For Canal Seating Of Embankment Filter Drains / Catch Water Drains Etc And Placing Excavated Stuff Neatly In Dump Area Or For Formation Of Service Road As Directed Including Cost Of All Machinery Labour Dressisng Bed And Sides To Reqwuired Level And Profile Etc Comp. With 1 Km Lead And 6M Lift. 3 Excavation In Soft Rock Without Blasting Includingboulders Upto 0.60M Diameter ( 0.113 Cum ) For Canal, Secting Of Embankment Filter Drains / Catch Water Drains Etc And Placing Theexcavated Stuff Neatly In Dump Area Or Formation Of Service Roadas Directed Including Cost Of Allmachinery Labour Dressisng Bed And Sides To Required Level And Profile Etc Comp. Withl Lead Upto 15M And Alllifts As Directed 4 Excavation In Hard Rock Of All Toughness By Blasting Includingboulders Above 0.60M Diameter ( 0.113 Cum ) Fro Canals Cut-Off Trench Of Embankment Filter / Catcj Water Draoms Amd Ptjer Appurtenant Structures By Controlled Blastimethod Ngminimizing Damage To Sides Slopeof Excation In Water Prism Area By Adoppting Any One Or Combination Of Line Drilling / Prespliting / Smooth Blasting Techniques And Placing The Excavated Rock Neatly In Approved Dump Area Including Cost Of All Materials Machinery Labour Levelling Bed Etc Completewith Lead Upto 15M And All Lifts As Directed 5 Providing And Cinstructubg Rubble Solingbelow Foundation In Layers Including Filling With Rubble Chips Murum Etc Comp.As Directed ( Excluding Royalty Of Material ) 6 Providing And Fixing Including Cutting Bending Hooking Laying In Position And Tying M.S. / Hysd / Tmt Bars For Reinforcement Of R.C.C. Work As Per Detailed Drawing Etc Comp.As Directed 7 Providing And Laying Situ Cement Concretem150 ( 40 Msa ) Of Trap, Granite, Quartzite, Gneiss Graded Metal Including For Pcc With Or Wirhout Surface Reqinforcement / Rcc Concreting Requiring Heavy Of Special Type Of Shuttering For Work Of Gallery Sluice Spillway Down Stream Face Energydissipating Structursw Intake Structures Training Walls Piers Abutment Etc With Batching Plants And Transit Mixer With Shuttering And Scaffolding Curringetc Completced With Initial Lead Of 50 Mtr And Lift Upto 1.50 Mtr 8 Provididng And Fixing Sill Beams Rsj 150 X 100 Mm Size As Per Detailed Desigh And Drawing Includidng One Coat Of Anticorrosive Paint With Two Coats Of Oil Paints Etc Completed With All Leads Lifts As Directed And As Per Specification 9 Providing And Fixing M.S. Channels 150 X 100 Mm Size Fabicated From 8 Mm Plate Including Fabrication With 12 Mm Dia Hooks Of 50 Cm In Length Includingone Coat Of Anticorrosive Paint With Two Coats Of Oil Paints Etc Complete With All Leads And Lifts As Directed And As Per Specification 10 Provididng And Fixing In Position M.S. Needles 2.12 X 0.50 Mm Size As Per Detailed Desigh And Drawing Including Two Coat Of Anticorrosive Paint With Two Coats Of Oil Paints Etc Complete With All Leads And Lifts As Directed And As Per Specification 11 Procviding Cut Of Trenches Filling Using Selected Impervious Soils Directly Available From Materials Of Excavation Includidng Cost Of All Of All Materials Machinery Labour All Other Operations Such As Collection Of Soil Spsreading Soil In Layer Of Spsecified Thickness Sorting Out Breaking Clods Levelling Sectioning Edges / Sides Wastering Compacting Each Layer To Density Control Of Not Less Than 95 Percent Or As Stipulated Using Vibratory Compactor Includidng Cost Of Water Etc Complete With Lead Upto 1 Km For Water And All Lifts Fas Directed 12 Providing Casing Embankment Using Selected Impervious Material Available Directly Form Excavation In Layers Including Cost Of Materials Machinery Labour All Other Operations Such As Collection Of Materials Spreading Soil In Layers Of Specified Thickness Sorting Out Breacking Clods Levelling Sectioning Edges / Sides Watering Compacting Each Layer To Density Control Of Not Less Then 95 Percent Or As Stipulated Using Vibratory Comactor Etc Completed With Lead Upto 1 Km And All Lifts As Directed. 13 Insurence For Reference 14 Royalty For Reference 15 Gst For Reference 16 Contractor Should Quota Rate On Civil Work I.E.2224135 / - The Amount Of Insurance, Royalty, Gst Are 453320 / - Total Tender Amount May Be 2677455 / -

INR 2000 /-

INR 26800.0 /-

INR 26.77 Lakhs /-

Name of Work :KTWBHARADINO4TQ.SILLODDistAurangabad

Sl. No.	Item Description
1	Excavation in all kinds of soft soil including boulders upto 0.60 m diameter &0.113 cum ) for canal seating of embankment filter drains/catch water drains etc and placing excavatedstuff neatly in dump area or for formation of service road/embvwnkment as directed including cost of materials machinery labour dressing bed and sides to required level and profile etc complete with lead up to 15 m and all lifts as directed
2	Excavation in hard murum including boulders upto 0.60m diameter (0.113 cum ) for canal seating of embankment filter drains/catch water drains etc and placing excavated stuff neatly in dump area or for formation of service road as directed including cost of all machinery labour dressisng bed and sides to reqwuired level and profile etc comp. with 1 km lead and 6m lift.
3	Excavation in soft rock without blasting includingboulders upto 0.60m diameter (0.113 cum ) for canal,secting of embankment filter drains/catch water drains etc and placing theexcavated stuff neatly in dump area or formation of service roadas directed including cost of allmachinery labour dressisng bed and sides to required level and profile etc comp. withl lead upto 15m and alllifts as directed
4	Excavation in hard rock of all toughness by blasting includingboulders above 0.60m diameter (0.113 cum ) fro canals cut-off trench of embankment filter/catcj water draoms amd ptjer appurtenant structures by controlled blastimethod ngminimizing damage to sides slopeof excation in water prism area by adoppting any one or combination of line drilling /prespliting/smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials machinery labour levelling bed etc completewith lead upto 15m and all lifts as directed
5	providing and cinstructubg rubble solingbelow foundation in layers including filling with rubble chips murum etc comp.as directed (excluding royalty of material)
6	providing and fixing including cutting bending hooking laying in position and tying M.S./HYSD/TMT bars for reinforcement of R.C.C. work as per detailed drawing etc comp.as directed
7	providing and laying situ cement concreteM150 (40 MSA)of trap,granite,quartzite,gneiss graded metal including for PCC with or wirhout surface reqinforcement/RCC concreting requiring heavy of special type of shuttering for work of gallery sluice spillway down stream face energydissipating structursw intake structures training walls piers abutment etc with batching plants and transit mixer with shuttering and scaffolding curringetc completced with initial lead of 50 mtr and lift upto 1.50 mtr
8	provididng and fixing sill beams RSJ 150 x 100 mm size as per detailed desigh and drawing includidng one coat of anticorrosive paint with two coats of oil paints etc completed with all leads lifts as directed and as per specification
9	providing and fixing m.s. channels 150 x 100 mm size fabicated from 8 mm plate including fabrication with 12 mm dia hooks of 50 cm in length includingone coat of anticorrosive paint with two coats of oil paints etc complete with all leads and lifts as directed and as per specification
10	provididng and fixing in position m.s. Needles 2.12 x 0.50 mm size as per detailed desigh and drawing including two coat of anticorrosive paint with two coats of oil paints etc complete with all leads and lifts as directed and as per specification
11	procviding cut of trenches filling using selected impervious soils directly available from materials of excavation includidng cost of all of all materials machinery labour all other operations such as collection of soil spsreading soil in layer of spsecified thickness sorting out breaking clods levelling sectioning edges/sides wastering compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor includidng cost of water etc complete with lead upto 1 km for water and all lifts fas directed
12	providing casing embankment using selected impervious material available directly form excavation in layers including cost of materials machinery labour all other operations such as collection of materials spreading soil in layers of specified thickness sorting out breacking clods levelling sectioning edges/ sides watering compacting each layer to density control of not less then 95 percent or as stipulated using vibratory comactor etc completed with lead upto 1 Km and all lifts as directed.
13	Insurence for reference
14	Royalty for reference
15	GST for reference
16	Contractor should quota rate on Civil work i.e.2224135/- The amount of Insurance,Royalty,GST are 453320 /- Total Tender amount may be 2677455 /-