Tender For Cnb Ghodegaon Tq Khulatabad Dist Aurangabad, aurangabad-Maharashtra

Tender For Cnb Ghodegaon Tq Khulatabad Dist Aurangabad. 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 1Km And 6M Lift. 4 Providing Laying Rubble Soling Below Foundation In Layers Including Filling With Rubble Chips Murum Etc Comp.As Directed 5 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 6 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, Intake Strcturs, 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. 7 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. 8 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 For Watering And 6M Lift. 9 Providng And Constructing 300Mm 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 10 Providing And Fixing Information Board Of 1.20 X 0.75 M Prepared In 16 Gauge M. S. Sheet Ange Iron Frame Of Sixe 35 X 35 X 3 Mm With Cross Brancing Of Sixe 25 X 25 X 3 Mm Including Painting Wieth One Coat Of Zinc Chromate Storing Primer And Two Coats Of Back Ground And Back Side Gray Store Enameled Bonded With Red Retro Reflective Sheet Engineering Grade Borded / Letter / Numeral / Arrows Coated With Non Peal Able Crystal Clear Protective Stransparent Coat Retaining 100 % Refleection Including Two Angel Iron Post Of Sixe 50 X 50 X 5 Mm Of 3.65 M Long Inflated Ata Bottom Drilled On Top And Painted In White And Black Bpnds Pf 30 Cm With Four Number Helgh Strength Of G.I. Bolts And Nuyts Of Size 10 Mm Dia And 20 Mm Long Sheet And Ange Iron Post In One Piece Without Joints Including All Taxesconveying Fixing In Ground With Cement Concrete In M15 Block Of Size 60 X 60 X 75 Cm As Directed By Engineer Incharge 11 Insurence For Reference 12 Royalty For Reference 13 Gst For Reference 14 Total Tender Amount May Be 1575180 / -

INR 590 /-

INR 12700.0 /-

INR 12.62 Lakhs /-

Name of Work : CNB_GHODEGAON_TQ.KHULATABAD_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 1km and 6m lift.
4	providing laying rubble soling below foundation in layers including filling with rubble chips murum etc comp.as directed
5	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
6	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, intake strcturs,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.
7	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.
8	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 for watering and 6m lift.
9	providng and constructing 300mm 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
10	Providing and fixing information board of 1.20 x 0.75 m prepared in 16 gauge M. S. Sheet ange iron frame of sixe 35 x 35 x 3 mm with cross brancing of sixe 25 x 25 x 3 mm including painting wieth one coat of zinc chromate storing primer and two coats of back ground and back side gray store enameled bonded with red retro reflective sheet Engineering grade borded / letter /numeral / arrows coated with non peal able crystal clear protective stransparent coat retaining 100 % refleection including two angel iron post of sixe 50 x 50 x 5 mm of 3.65 M long inflated ata bottom drilled on top and painted in white and black bpnds pf 30 cm with four number helgh strength of G.I. bolts and nuyts of size 10 mm dia and 20 mm long sheet and ange iron post in one piece without joints including all taxesconveying fixing in ground with cement concrete in M15 block of size 60 x 60 x 75 cm as directed by engineer incharge
11	Insurence for reference
12	Royalty for reference
13	GST for reference
14	Total Tender amount may be 1575180/-