Tender For K.T.Weir Cum Gated Bandhara_Talegaon, phulambri-Maharashtra

K.T.Weir Cum Gated Bandhara_Talegaon As Per Boq- 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 Bed And Sides To Required Level And Profile Etc With 1 Km Lead And 6 M.Lift 2 Excavation In Hard Murum Including Boulders Upto 0.60M Diameter ( 0.113 Cum ) For Canal Secting Of Embankment Filter Drains / Catch Water Drains Etc And Placking Theexcavated Stuff Neatly In Dump Area Or For Formation Of Service Road Embankment As Directedincluding Cost Of All Materials Machinery Labour Dressisng Bed And Sides To Reqwuired Level And Profile Etc Comp. Withl Lead Upto 1Km 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 Placking Theexcavated Stuff Neatly In Dump Area Or Formation Of Service Road Embankment As Directedincluding Cost Of All Materials Machinery Labour Dressisng Bed And Sides To Required Level And Profile Etc Comp. Withl Lead Upto 1 Km And 6M Lift. 4 Excavation In Hard Rock Of All Toughness By Blasting Includingboulders Above 0.60M Diameter ( 0.113 Cum ) Minimnising Damage To Sides Slopeof Excation In Water Prism Area By Adoppting Any One Or Combination Of Line Drilling / Prespliting / Smooth Blasting Rtechniques And Placing The Excavated Rock Neatly In Approved Dump Area As Directed Including Cost Of All Machinery Labour Levelling Bed Etc Comp. With Lead Upto 15M And 6M Lift. 5 Providing Laying Rubble Soling Below Foundation In Layers Including Filling With Rubble Chips Murum Etc Comp.As Directed 6 Providing And Fixing Including Cutting, Bending, Hooking, Laying In Position And Tying M.S / Hysd / Tmt Bars For Reinforcement Of Rcc Works As Per Detailed Drawing Etc. Complete As Directed 7 Providing And Laying Situ Cement Concrete Of Grade M-150 ( 40Msa ) Of Trap, Granite, Quartizite, Gneiss, Graded Metal For Pcc Wirh Or Without Reinforcement / Rcc Concreting Required Heavy Or Special Type Of Shuttering For Works Of Gallery, Sluice, Spillway Crest, Spillway Downstream Face, Energy Dissipating Structures, Training Walls, Piers, Abutements Etc., With Batching Plants And Transit Mixer With Shuttering And Scaffolding Curing Etc. Completed With An Initial Lead 50M And Lift 1.50M. 8 Prividing And Fixing Sill Beams Rsj 150X 100 Mm Sizeas Per Detailed Design And Drawing Including One Coat Of Andticorrosive Paint With Two Coats Of Oil Paints Etc. Completed With All Leads And Lifts As Directed And As Per Spicification 9 Prividing And Fixing M.S Channels 150X 100 Mm Size Fabricated From 8 Mm Plate Including Fabrication With 12 Mm Dia Hooks Of 50 Cm. In Lengthincluding One Coat Of Andticorrosive Paint With Two Coats Of Oil Paints Etc. Completed With All Leads And Lifts As Directed And As Per Spicification 10 Providing And Fixing In Position M S Needle Of Size 2.12 X 0.50Mm As Per Detailed Design And Drawing Including Two Coat Of Anticorrosive Paint Over Ittwo Coats Of Oil Painting Etc.Complete With All Leads And Liftsas Directed And As Per Specifications 11 Providing And Laying Situ Cement Concrete Of Grade M-20 Of Trap, Granite, Quartizite, Gneiss, Graded Metal For Rccworks Of Gallery, Sluice, Spillway Crest, Spillway Downstream Face, Energy Dissipating Structures, Intake Structures, Training Walls, Piers, Abutements, Slab With Concrete Mixer Including Shuttering And Scaffolding Placing, Compacting, Curing With An Initial Lead 1 Km And All Lifts Etc.Complete As Directed M-20 ( 20 Msa ) ( Cement 6.60 Bags / Cum ) 12 Back Filling Upto Ground Level Behind The Canal Structure Etc.Complete With Suitable Material Of Approved Quality In Layers Not Exceeding 20 Cm Without Distrubing The Strecture Etc.Completed As Directed. 13 Providing Casing Embakement Using Selected Material Available Directly From Excavation In Layers Including Cost Of Materials, Machinery, Labour, All Other Operations Such As Collection Of Material. Spreading Material In Layer Of Specified Thickness, Sorting Out, Breaking Clods, Levelling, Sectioning Edges / Sides, Watering, Compacting Each Layer To Density Control Of Not Less Than 95 Percent Or As Stipulated Using Vibratory Compactor Etc With Lead Up To 1 Km For Watering And 6 M Lift. 14 Providng And Constructing 230Mm Thick Dry Rubble Stone Pitching With Pin Headers At 2 Per Sqm Using Stones And Stone Chips From Approved Sources Including Cost Of All Materials Labour Hand Packing / Wedging Stone Chips Finishing Etc Completed Lead Upto 50M Lifts As Directed

INR 590 /-

INR 38250.0 /-

INR 38.22 Lakhs /-

Name of Work :K.T.WEIR CUM GATED BANDHARA_TALEGAON_TQ.PHULAMBRI_Dist.Aurangabad

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 bed and sides to required level and profile etc with 1 km lead and 6 M.lift
2	Excavation in hard murum including boulders upto 0.60m diameter (0.113 cum ) for canal secting of embankment filter drains/catch water drains etc and placking theexcavated stuff neatly in dump area or for formation of service road embankment as directedincluding cost of all materials machinery labour dressisng bed and sides to reqwuired level and profile etc comp. withl lead upto 1km 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 placking theexcavated stuff neatly in dump area or formation of service road embankment as directedincluding cost of all materials machinery labour dressisng bed and sides to required level and profile etc comp. withl lead upto 1 km and 6m lift.
4	Excavation in hard rock of all toughness by blasting includingboulders above 0.60m diameter (0.113 cum ) minimnising damage to sides slopeof excation in water prism area by adoppting any one or combination of line drilling /prespliting/smooth blasting rtechniques and placing the excavated rock neatly in approved dump area as directed including cost of all machinery labour levelling bed etc comp. with lead upto 15m and 6m lift.
5	providing laying rubble soling below foundation in layers including filling with rubble chips murum etc comp.as directed
6	Providing and fixing including cutting,bending,hooking,laying in position and tying M.S/HYSD/TMT bars for reinforcement of RCC works as per detailed drawing etc. complete as directed
7	Providing and laying situ cement concrete of grade M-150(40MSA)of trap, granite, quartizite, gneiss, graded metal for PCC wirh or without reinforcement / RCC concreting required heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, training walls, piers, abutements etc., with batching plants and Transit mixer with shuttering and scaffolding curing etc. completed with an initial lead 50m and lift 1.50m.
8	Prividing and fixing sill beams RSJ 150x 100 mm sizeas per detailed design and drawing including one coat of andticorrosive paint with two coats of oil paints etc. completed with all leads and lifts as directed and as per spicification
9	Prividing and fixing M.S Channels 150x 100 mm size fabricated from 8 mm plate including fabrication with 12 mm dia hooks of 50 cm. in lengthincluding one coat of andticorrosive paint with two coats of oil paints etc. completed with all leads and lifts as directed and as per spicification
10	providing and fixing in position M S needle of size 2.12 x 0.50mm as per detailed design and drawing including two coat of anticorrosive paint over ittwo coats of oil painting etc.complete with all leads and liftsas directed and as per specifications
11	Providing and laying situ cement concrete of grade M-20 of trap, granite, quartizite, gneiss, graded metal for RCCworks of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures,intake structures, training walls, piers, abutements,slab with concrete mixer including shuttering and scaffolding placing,compacting, curing with an initial lead 1 km and all lifts etc.complete as directed M-20(20 MSA) (cement 6.60 bags/cum)
12	Back filling upto ground level behind the canal structure etc.complete with suitable material of approved quality in layers not exceeding 20 cm without distrubing the strecture etc.completed as directed.
13	Providing casing embakement using selected material available directly from excavation in layers including cost of materials, machinery, labour, all other operations such as collection of material. spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges /sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc with lead up to 1 Km for watering and 6 M lift.
14	providng and constructing 230mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved sources including cost of all materials labour hand packing/wedging stone chips finishing etc completed lead upto 50M lifts as directed
15	Insurence for reference
16	Royalty for reference
17	GST for reference
18	Total Tender amount may be 4884296/-