Tender For Supply And Constructions Of Op Wks Assets Helipad, Missamari-Assam

Supply And Constructions Of Op Wks Assets Helipad , Supply & Constr Of Op Wks Asset Helipad :- , Rolling And Consolidations Formations Surfaces With Power Roller 8 To 12 Tonne Capacity To Achieve 98% Modified Procter Density At Omc All As Specified And Directed. , M&L Soling ( Or Sub Base ) 200 Mm Thick Gsb Grade V Over Compacted Subgrade With Broken Boulders Or Quarried Stone, Inter Stices Filled, Surface Formed And Rolled And Consolidated Mechanicalmeans Using 8 To 10 Tonne Tendom Vibratory Roller To Requiredcamber To Required Gradient And Camber All As Specified And Directed. , M&L, Hardcore100 Mm Thick Of Broken Stone Or Boulders Of Guage N Exc. 63 Mm , Deposited , Spread And Levelled In Layers N Exc. 15 Cm Thick, Watered And Rammed To A True Surface All As Specified And Directed. , M & L, Cement Concrete 150 Mm Thick Type B-2 1:2:4 ( 40 Mm Graded Aggregate ) All As Specified And Directed. , M&L For Wmm 150Mm Thick ( Compacted Thickness ) In Two Layers Of 75 Mm Each Using Stone Agregrate Of Grading As Specified In Table400-11Of Irc Publications Viz Specifications For Roads And Bridges Works Spread Rolled And Consolidated To Required Gradiant And Camber By Using8 To 10 Tonne Tendom Vibratory Roller To Requiredcambercomplete All As Specified And Directed. , M&L ( Dlc ) Dry Lean Cement Concrete In Compacted Layer Of 150Mm Thick Using Coarse And Fine Aggregate Confirming To Is-383 And Aggregate Cement Ratio Not Exceed 15:1, Using Minimum 150 Kg Of Cement And All As Specified In Para 601 Of Irc Publication Viz Specification To Achive 7 Mpa Compressive Strength In 7 Days Consolidating Using 8 To 10 Tonne Tendom Vibratory Roller To Requiredcamber, All As Specified Anddirected. , S / L 10Mm Thick Sand Cushion Layer, Filling Under Floor Or In Foundations Including Watering And Consolidation Complete All As Specified And Directed. , S & F Of400 Micron Hdpe Sheet ( Polythene Film Colourless / Transperant Confirming To Is ) Over10 Mm Sand Filling All As Specified And Directed. , M&L Cement Concrete Work 225 Mm Thick In Pavment / Hard Standing Of Flexural Strength 40 Ks / Square Centimeter In Field Using 400 Kg Of Cement Per Cubic Meter With Synthetic Fiber Reinforcementlaid Using Mechanical / Manual Paver All As Specified And Directed. Note : Non-Circular Synthetic Fibre Reinforcement Measured And Paid Separately. , Supply Onlysynthetic Fibre Reinforcement @ Specified By The Firm ( Rate Of Application As Per Manufacturers Recommendation / Instructions And All As Specified. , M&L Finishingsurface Of Concrete Pavements By Brooming & Belting Complete All As Specified , Forming Construction Joint 30Mm Deep X10mm Wide Filled With Grade Asealing Compound All As Specified And Directed. , Forming 12 Mm Thick Expansion Joints Filledwith Pre-Formed Bituminous Filler And Top 30Mm Primed And Sealed With Sealing Compound, Grade ‘A’ All As Specified And Directed. , Forming Contraction ( Dummy ) Joints 65Mm Deep X 10Mm Wide, Filled With Sealing Compound Grade A All As Specified And Directed. , M&L For Painting Lines, Dashes, Arrows, Letters Etc, On Roads Pavements And The Likeexc 10Cm Wide With Road Marking Paint, White Or Golden Yellow Complete All As Specified. , S & F Windsock With Cloth Made From Polyster Fabric With Reflective Tape, Reversible Type Having One End 24 And 50 Mm Dia Sock Post With 8 Ft Long, With Eye Let And Dori To Tiecomplete All As Specified And Directed. , Retaining Wall M & L Cement Concrete In Fdntype D-2 1:4:8 ( 40 Mm Graded Aggregate ) Complete All As Specified And As Directed. , M & L Cement Concrete Intype C-2 1:3:6 ( 40 Mm Graded Aggregate ) In Walls Or Retaining Walls, Any Thickness, Size Or Shape Including Pilasters, Buttresses Columns, Pillars, Boundary Pillars And Posts ( Including Caps And Bases ) Complete All As Specified And As Directed. , M & L Cement Concretetype B-1 1:2:4 ( 20 Mm Graded Aggregate ) , In Lintels Upto1.5M Clear Span, Cills, Steps; Seismic And Other Similar Bands, Plinth Courses, String Courses, Lacing Courses, Parapets And Railings Upto 60 Cm In Height, Copings, Kneelers, Apex Stones, Bed Plates, Kerbs Not Provided For In Item 04028, Water Troughs And The Like Including Weathering, Slightly Rounded Or Chamfered Angles And Throating, Complete All As Specified And As Directed. , M & L Walling Of Random Rubble Stone Masonry, Uncoursed, Well Bonded, Bedded And Solidaly Hearted, Built In Cm 1:6 Complete All As Specified And As Directed. , M&L Raised Pointing Built In Cm ( 1:4 ) To Random Or Polygonal Rubble, Uncoured Or Brought Upto Course Complete All As Specified And As Directed. , S&F 110Mm Dia Pvc ( Swr ) Pipes Single Socketed In Any Length With Rubber Ring Joints Fixed Inwalls As In Weep Holes Complete All As Specified And As Directed. , Drain M & L Cement Concrete In Fdn Type D-2 1:4:8 ( 40 Mm Graded Aggregate ) Complete All As Specified And As Directed. , M & L Cement Concretetype B-1 1:2:4 ( 20 Mm Graded Aggregate ) , In Lintels Upto1.5M Clear Span, Cills, Steps; Seismic And Other Similar Bands, Plinth Courses, String Courses, Lacing Courses, Parapets And Railings Upto 60 Cm In Height, Copings, Kneelers, Apex Stones, Bed Plates, Kerbs Not Provided For In Item 04028, Water Troughs And The Like Including Weathering, Slightly Rounded Or Chamfered Angles And Throating, Complete All As Specified And As Directed. , M & L Providing Pcc 1:2:4 Type B2 Using 40 Mm Graded Stone Aggregates In Surface Channel Complete All As Specified And As Directed. , M & L Precast Cement Concrete Block Masonary With Solid Blocks Type C1 1:3:6 ( 20 Mm Graded Aggregate ) Set In Cm 1:6 Complete All As Specified And Directed. , M & L Rendering 15 Mm Thick On Wall In Cm 1:4 On Fair Faces Of Brick Work Or Concrete Surfaces Complete All As Specified And As Directed. , M&L Liquid Water Proofing Compound Conform To Is 2645-2003. Make : Pidilite / Dr Fixit / Fevicol Complete All As Specified And As Directed. => Limited

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INR 862500.0 /-

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Name of Work: Helipad

Sl. No.	Item Description
1	Supply & Constr of Op Wks Asset Helipad :-
2	Rolling and consolidations formations surfaces with power roller 8 to 12 tonne capacity to achieve 98% Modified Procter Density at OMC all as specified and directed.
3	M&L Soling (or sub base) 200 mm thick GSB Grade V over compacted subgrade with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated mechanicalmeans using 8 to 10 tonne tendom vibratory roller to requiredcamber to required gradient and camber all as specified and directed.
4	M&L, Hardcore100 mm thick of broken stone or boulders of guage n exc. 63 mm , deposited , spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed.
5	M & L, Cement Concrete 150 mm thick type B-2 1:2:4 (40 mm graded aggregate) all as specified and directed.
6	M&L for WMM 150mm thick (compacted thickness) in two layers of 75 mm each using stone agregrate of grading as specified in table400-11of IRC publications viz Specifications for Roads and bridges works spread rolled and consolidated to required gradiant and camber by using8 to 10 tonne tendom vibratory roller to requiredcambercomplete all as specified and directed.
7	M&L (DLC) Dry lean cement concrete in compacted layer of 150mm thick using coarse and fine aggregate confirming to IS-383 and aggregate cement ratio not exceed 15:1, using minimum 150 kg of cement and all as specified in para 601 of IRC publication viz Specification to achive 7 MPa compressive strength in 7 Days consolidating using 8 to 10 tonne tendom vibratory roller to requiredcamber, all as specified anddirected.
8	S/L 10mm thick sand cushion layer, filling under floor or in foundations including watering and consolidation complete all as specified and directed.
9	S & F of400 micron HDPE Sheet (polythene film colourless/ transperant confirming to IS)over10 mm sand filling all as specified and directed.
10	M&L Cement Concrete work 225 mm thick in pavment/hard standing of flexural strength 40 ks/Square centimeter in field using 400 kg of cement per cubic meter with synthetic fiber reinforcementlaid using mechanical /manual paver all as specified and directed. Note : Non-circular Synthetic fibre reinforcement measured and paid separately.
11	Supply onlysynthetic fibre reinforcement @ specified by the firm (rate of application as per manufacturers recommendation / instructions and all as specified.
12	M&L Finishingsurface of concrete pavements by brooming & belting complete all as specified
13	Forming Construction joint 30mm deep x10mm wide filled with grade Asealing compound all as specified and directed.
14	Forming 12 mm thick expansion joints filledwith pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ all as specified and directed.
15	Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade A all as specified and directed.
16	M&L for painting lines, dashes, arrows, letters etc, on roads pavements and the likeexc 10cm wide with road marking paint, white or golden yellow complete all as specified.
17	S & F Windsock with cloth made from polyster fabric with reflective tape,reversible type having one end 24 "" and 50 mm dia sock post with 8 ft long,with eye let and dori to tiecomplete all as specified and directed.
18	Retaining Wall M & L Cement Concrete in fdntype D-2 1:4:8(40 mm graded aggregate) complete all as specified and as directed.
19	M & L Cement Concrete intype C-2 1:3:6 (40 mm graded aggregate) in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and as directed.
20	M & L Cement Concretetype B-1 1:2:4 (20 mm graded aggregate) , in lintels upto1.5m clear span,cills,steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering,slightly rounded or chamfered angles and throating, complete all as specified and as directed.
21	M & L Walling of random rubble stone masonry,uncoursed, well bonded,bedded and solidaly hearted,built in CM 1:6 complete all as specified and as directed.
22	M&L Raised pointing built in CM (1:4) to random or polygonal rubble, uncoured or brought upto course complete all as specified and as directed.
23	S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed inwalls as in weep holes complete all as specified and as directed.
24	Drain M & L Cement Concrete in fdn type D-2 1:4:8 (40 mm graded aggregate) complete all as specified and as directed.
25	M & L Cement Concretetype B-1 1:2:4 (20 mm graded aggregate) , in lintels upto1.5m clear span,cills,steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering,slightly rounded or chamfered angles and throating, complete all as specified and as directed.
26	M & L providing PCC 1:2:4 type B2 using 40 mm graded stone aggregates in surface channel complete all as specified and as directed.
27	M & L precast cement concrete block masonary with solid blocks type C1 1:3:6 ( 20 mm graded aggregate) set in CM 1:6 complete all as specified and directed.
28	M & L Rendering 15 mm thick on wall in CM 1:4 on fair faces of brick work or concrete surfaces complete all as specified and as directed.
29	M&L Liquid Water Proofing Compound Conform to IS 2645-2003. Make : Pidilite/ Dr Fixit/Fevicol complete all as specified and as directed.