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Tender For Ktw Cum Gated Bandhara Pimpalgaon Tq Phulambari Dist Aurangabad, aurangabad-Maharashtra

Rural Development Department has published Tender For Ktw Cum Gated Bandhara Pimpalgaon Tq Phulambari Dist Aurangabad. Submission Date for this Tender is 25-05-2023. Dam Work Tenders in aurangabad Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

37786635
Tender For Ktw Cum Gated Bandhara Pimpalgaon Tq Phulambari Dist Aurangabad
Open Tender
Indian
Maharashtra
aurangabad
25-05-2023

Tender Details

Tender For Ktw Cum Gated Bandhara Pimpalgaon Tq Phulambari 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 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, 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. 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-20Of 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 1Km And All Lift Etc Complete A ) M-20 ( 20Msa ) ( 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 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. 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 Providing And Fixing Canal Information Board Of 1.2X0.75 M Prepaired On 16 Guage M S Sheet Etc Completed. 16 Insurence For Reference 17 Royalty For Reference 18 Gst For Reference 19 Total Tender Amount May Be-1953578 / -

Key Value

Document Fees
INR 590 /-
EMD
INR 15500.0 /-
Tender Value
INR 15.44 Lakhs /-

BOQ Items

Name of Work :KTW CUM GATED BANDHARA_PIMPALGAON_TQ.PHULAMBARI_Dist Aurangabad
Sl. No. Item Description
1Excavation 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
2Excavation 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.
3Excavation 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.
4Excavation 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.
5providing laying rubble soling below foundation in layers including filling with rubble chips murum etc comp.as directed
6Providing, 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
7Providing 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.
8Prividing 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
9Prividing 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
10providing 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
11Providing and laying situ cement concrete of grade M-20of 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 1km and all lift etc complete A) M-20 (20MSA) (Cement 6.60 bags/cum)
12Back 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.
13providing 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.
14providng 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
15Providing and fixing canal information board of 1.2x0.75 m prepaired on 16 guage M S sheet etc completed.
16Insurence for reference
17Royalty for reference
18GST for reference
19Total Tender amount may be-1953578/-
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