Tender For Re-Construction Of Damaged Retaining Wall Behind Navtatra Offrs Mess At Yol, Kangra-Himachal Pradesh

Tender For Re-Construction Of Damaged Retaining Wall Behind Navtatra Offrs Mess At Yol ; 1 Demolition Of Brick Workor Stonework Built In Cement Mortar Including Allquoins, Arches Pillars Etc But Excluding Ashlar Facings , Dressed Stonework And Precast Concrete Articles And Stacking The Serviceable Materials Within 100M And Disposal Of Unserviceable Material, Debris And Rubbish To A Distance Not Exceeding 100M Complete All As Specified And Directed. 2 Demolition Of Cement Concrete ( Unreinforced ) In Ground Floor And Pavingn.Exc 15 Cm Thick Above Or Below Ground Level Complete And Disposal Of Unserviceable Material, Debris And Rubbish To A Distance Not Exceeding 100M Complete All As Specified And Directed. 3 Taking Out Old Lt Cable Of Any Size, Any Core And Removing From Site, Complete All As Specified. 4 Dismantling Concrete Poles / Struts, Any Size And Removing From Site, Complete All As Specified. 5 200Mm Thick ( Spread Thickness Thickness ) Stone Pitching / Soling ( Or Sub Base ) With Broken Boulders Or Quarried Stone, Inter Stices Filled, Surface Formed And Rolled And Consolidated To Required Gradient And Camber, Complete All As Specified. 6 Stone Pitching / Soling ( Or Sub Base ) With Broken Boulders Or Quarried Stone, Inter Stices Filled, Surface Formed And Rolled And Consolidated To Required Gradient And Camber, Complete All As Specified. 7 Earth Work In Excavation ( All Kind Of Soil ) By Mechanical Means ( Hydraulic Excavator ) Means Over Areas ( Exceeding 30 Cm In Depth And Upto 1.5 M Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M, As Directed By Engineer-In-Charge 8 Earth Work In Excavation ( All Kind Of Soil ) By Mechanical Means ( Hydraulic Excavator ) Means Over Areas ( Exceeding 1.5M In Depth ) , 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M, As Directed By Engineer-In-Charge 9 Forming Embankments Including Raising ( Or Lowering ) Earth, Spreading In Layers Not Exc. 30 Cm Thick; Watering, Ramming / Rolling And Finishing To Required Size, Shape, Etc., Not Exc. 1.5 M High From Base Complete All As Specified And Directed.Note : Measurement Shall Be Made As Per Specialcondition 3.6 On Serial Page No. 21 Of Ssr Part-Ii- 2020. 10 Forming Embankments Including Raising ( Or Lowering ) Earth, Spreading In Layers Not Exc. 30 Cm Thick; Watering, Ramming / Rolling And Finishing To Required Size, Shape, Etc., Exc. 1.5 M And Not Exc 3M High From Base Complete All As Specified And Directed.Note : Measurement Shall Be Made As Per Specialcondition 3.6 On Serial Page No. 21 Of Ssr Part-Ii- 2020. 11 Forming Embankments Including Raising ( Or Lowering ) Earth, Spreading In Layers Not Exc. 30 Cm Thick; Watering, Ramming / Rolling And Finishing To Required Size, Shape, Etc., Exc. 3M And Not Exc 4.5 M High From Base Complete All As Specified And Directed.Note : Measurement Shall Be Made As Per Specialcondition 3.6 On Serial Page No. 21 Of Ssr Part-Ii- 2020. 12 Supply Only 40Mm Graded Crushed Stone Aggregate ( For Weep Holes ) , Complete All As Specified. 13 Excavation In Trenches, Not Exceeding 1.5 Mtr Wide And Not Exceeding 1.5 Mtr In Depth; For Foundation, Etc. Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Etc. Not Exceeding 10 Sqm On Plan And Not Exceeding 1.5 Mtr In Depth And Getting Out In Any Type Of Soil, Complete All As Specified And Directed. 14 All As Per Srl Item No 13.00 Above But Depth Exceeding 1.5 Mtr And Notexceeding 3.0 Mtr. 15 Hand Packing ( Any Thickness ) Of Broken Stone Or Small Boulders / Aggregate ( 30 To 40Mm Size ) At Back Of Walls Over Arches Etc And Raising ( Or Lowering ) To The Required Level Complete All As Specified And Directed. 16 Hand Packing ( Any Thickness ) Of Broken Stone Or Small Boulders / Aggregate ( 5 To 10Mm Size ) At Back Of Walls Over Arches Etc And Raising ( Or Lowering ) To The Required Level Complete All As Specified And Directed. 17 Hand Packing ( Any Thickness ) Of Coarse Sand ( 2 To 4Mm Size ) At Back Of Walls Over Arches Etc And Raising ( Or Lowering ) To The Required Level Complete All As Specified And Directed. 18 Moorum / Red Bajri Filling In Floors Or Pavings, Laid In Layers N Exc. 15 Cm Thick, Spread, Levelled And Rammed Including Watering Complete All As Specified And Directed.Note :Compacted Thickness Shall Be Measured After Consolidation. 19 Returning, Filling In, Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exceeding 25Cm, Complete All As Specified And Directed. 20 Removing Excavated Materials / Soils, Not Exceeding 50Mtrs And Depositing Where Directed At A Level Not Exceeding 1.50Mtrs, Complete All As Specified And Directed. 21 Removing Excavated Materials / Soils To A Distanceexceeding1.50 Km But Not Exc. 5 Km And Depositing Where Directedcomplete All As Specified And Directed. 22 Removing Excavated Materials / Soils, To A Distance Exceeding 250 Mtrs But Not Exceeding 500Mtrs And Depositing Where Directed , Complete All As Specified And Directed. 23 Plain Cement Concrete 1:4:8 ( Nominal Mix ) Type D-2 Using 40Mm Graded Crushed Stone Aggregate As In Foundations, Filling, Mass Concrete And Sub Base Of Floor, Complete All As Specified & Directed. 24 Plain Cement Concrete 1:3:6 ( Nominal Mix ) Type C-2 Using 40Mm Graded Crushed Stone Aggregate As In Foundations, Filling, Mass Concrete And Sub Base Of Floor, Complete All As Specified & Directed. 25 Plain Cement Concrete 1:3:6 ( Nominal Mix ) Type C-1 ( Using 20 Mm Graded Crushed Stone Aggregate ) As Insurface Channel Drains All As Specified And As Directed. 26 Extra For Forming Fair Finished Drain Or Channel 30 Cm Inner Girth In Cement Concrete, Using Ex Tra Cement, Including Forms, Moulds, Mi- Tred / Stopped Endsetc. All As Specified And As Directed. 27 Add Or Deduct For Each 25 Mm Girth Or Part Thereof Over Or Under 30Cm Ditto. All As Specified And As Directed. 28 Rcc M-25, Design Mix, Using 20Mm Graded Crushed Stone Aggregate As In Foundations Including Rafts, Footings, Foundation Beams, Plinth Beams, Bases For Columns Etc., Complete All As Specified & Directed. 29 Rcc M-25, Design Mix, Using 20Mm Graded Crushed Stone Aggregate As In Walls, Retaining Walls, Basement Walls , Columns Ballast Wall And The Like Any Thickness Above Top Of Footing., Complete All As Specified & Directed. 30 Precast Cement Concrete Bond Stone 1:2:4 Type B-1 ( Using 20Mm Graded Crushed Stone Agrregate ) Set In Cm 1:6Complete All As Specified And Directed 31 Pcc 1:2:4, Nominal Mix, Type B-1, Using 20Mm Graded Crushed Stone Aggregate As In Lintels Upto 1.5M Clear Span, Cills, Steps, Seismic And Other Similar Bands, Plinth Courses, Coping, Bed Plates And The Like Including Weathering, Slightly Rounded Or Chamfered Angles And Throating Including Necessary Form Work, Complete All As Specified. 32 Use & Waste Of Form Work To Sides Of Concrete Foundations, Sides Of Concrete Drain, Footings, Bases Of Columns, Raft And Raft Beams, Sides And Soffits ( If Any ) Of Foundation And Plinth Beams; And Similar Work; Vertical Or To Batter Forrough Finished Surface Of Flatconcrete Complete All As Specified And Directed. 33 Use & Waste Of Formwork To Sides And Soffits Offloor Or Roof Beams, Beam Haunchings, Girders, Bressummers, Lintels, Cantilevers, Shelvesincluding Sup- Ports, Overhangs, Etc. Also Splays Between Floors And Beams, Etc. For Rough Finished Surfaces Of Concrete Flat, Complete All As Specified & Directed. 34 Use & Waste Of Form Work To Faces Of Walls, Retaining Walls, Abutments, Parapets And Staircase Railings And Similar Work Including Attached Pillasters, Buttresses, Etc.; Vertical Or To Batter For Rough Finished Surfaces Of Flat Concrete, Complete All As Specified & Directed. 35 Pvc 110Mm Dia Pipe, Pressure Rating 10 Kgf / / Sqcm ( In Short Length ) , Fixed In Retaining Wall As Weep Hole Complete All As Specified & Directed. 36 Pvc Perforated Pipe 250Mm Dia ( Pressure Rating 6 Kgf / Sqcm, Laid In Trenchescomplete All As Specified And Directed. 37 Brick Work With Old Size Fly Ash Bricks, Straight Or Curved On Plan Exc. 6 Metre Mean Radius Built In Cement Mortar 1:6 All As Specified & Directed. 38 Walling Of Random Rubble Stone Masonry, Uncoarsed, Well Bonded, Bedded And Soilidly Hearted Built In Cm 1:4, Complete All As Specified And Directed. 39 Extra Over Stone Walling Of Granite, Trap Or Basalt Stone For Hammer Dressing To Face Stones And Dressing Of Face Beds And Joints, As Specified, Of Random Rubble Walling, Uncoursed Or Brought Upto Courses With Maximum Depression On Face From Straight Edge Held Against The Dressed Surface N Exc 40 Mm, Complete All As Specified & Directed.. 40 Wire Netting Of Stainless Steel Wire 1.40Mm Dia Of Mesh Size 20Mmfixed With Tinned Tacks Of Stainlesssteel Wire Staples Complete All As Specified And Directed. 41 Polythene Film, 150 Micron Thick, Laid Over And Includinga Coat Of Bitumen Primer, @ 0.30 To 0.50 Kg Per Sq. M Completeall As Specified And As Directed. 42 Framed Work Such As Grills, Gratings Etc With Ends Of Bars Shouldered And / Or Riveted Or Forged Into Spikes Framed Guard Bars Including Cutting, Drilling, Welding Etc Confirming To Fe-290 Gde E-165 All As Specified And Directed. 43 Tmt Bars 8Mm Dia & Over, Cut To Length, Bent To Shape Required Including Cranking, Bending Spirally For Hooping For Columns, Hooking Ends And Binding With And Including Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips, Conforming To Grade Fe-500, Complete All As Specified& Directed. 44 All As Per Srl Item No 43 Above But 5Mm Dia And Over Upto And Including 10Mm Dia In Stirrups, Spacers And Binders. 45 Steel Work In Tubular Trusses Including Special Shaped Washer Etc. Complete Using Erw Or Induction Butt Welded Tubes Conforming To I. S.1161- 1979 Grade St.-240. Complete All As Specified. 46 Rolled Sections As In Framing For Cladding, Glazing And The Like Fixed With Angle Cleats And Connecting Plates, Etc.Conforming To Fe-410- W ( Gde- E-250 ) Quality-B Complete All As Specified And Directed. 47 75Mm Thick Pcc 1:3:6Type C-2 ( Using 40 Mm Graded Crushed Stone Aggregates ) As Insub Basefinished Even And Fair To Receive Topfinish Complete All As Specified And Directed. 48 Machine Pressed Coloured Rubber Moulded Precast Concrete Interlocking Paver Block Any Shape And Size Confirming To Is 15658-2006 Of 80 Mm Thickness, M-40 Grade With Grey Cement And Pigmentlaid Over And Including 50Mm Thick Sand Cushioning, Joints Of Tiles Filled With Dry Sand And Compacted With Mechanical Vibrator Complete All As Specified And Directed. 49 Rendering Cement Plaster 15Mm Thick In Cement Mortar 1:4 On Fair Faces Of Brick Wall Or On Concrete Surfaces, Surface Finished Even And Smooth Without Using Extra Cement, All As Specified. 50 Raised Pointing To Random Or Polygonal Rubble Uncoursed Or Brought Upto Coursesin Cement Mortar 1:4 Complete All As Specified. 51 Preparation Of Steel Surfaces Of Any Description, Over 10 Cm In Width Or Girth, Not Otherwise Describedand Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primercomplete All As Specified And Directed. 52 Preparation Ofnewplastered Surfaces Or Un Plastered, Previously Undecorated Wall Surfaces And Applyingtwo Coats Of Cement Base Paint Over A Coat Of Primer, Complete All As Specified And Directed. 53 Supply, Jointing, Fixing Or Passing Through Pipe, Trenches Or Ducts, Commissioning And Testing Xlpe Insulated, Armoured Heavy Duty Electric Cable With Aluminium Conductor, 1100 Volts Grade, Cross Sectional Area 95 Sqmm 3.5 Core In Trenches, Floors, Ducts Passing Through Pipe For Road Crossing Etc, Including Connecting & Testing Complete All As Specified And Directed. ( Note : Excavation, Earth Work, Brick Protection, Sand Cushioning And Gi Pipe Etc Shall Be Measured &Paid For Separately ) . 54 Supply, Jointing, Fixing Or Passing Through Pipe, Trenches Or Ducts, Commissioning And Testing Xlpe Insulated, Armoured Heavy Duty Electric Cable With Aluminium Conductor, 1100 Volts Grade, Cross Sectional Area 16 Sqmm 4 Core In Trenches, Floors, Ducts Passing Through Pipe For Road Crossing Etc, Including Connecting & Testing Complete All As Specified And Directed. ( Note : Excavation, Earth Work, Brick Protection, Sand Cushioning And Gi Pipe Etc Shall Be Measured &Paid For Separately ) . 55 Sand Cushioning To Protection Of Underground Cables, Laid 8 Cm Before Laying And 15 Cm After Laying Of Cable, And Punned To Form An Overall Layer Of 18 Cms Thick, Complete All As Specified And Directed Note: Punned Thickness Shall Be Measured. 56 Sub Class ‘B Brick, Old Size, Brick Covering Laid Dry, Flat, Transversally Along The Length Of Cable On Sand Cushioning, With Width Equal To The Length Of The Brick , Complete All As Specified And Directed. 57 Mild Steel Galvanised Iron Tubing Light Grade For Cable Protection As In Road Crossing, Along Poles, Walls, Floors, Drain Of 50Mm Size Fixed With Ms Clamps, Nuts And Bolts Required Complete All As Specified And Directed. 58 Steel Tubular Swaged Poles Complete With Base Plate 8Mm Thick Welded With Pole, Finial Taper Plug, Bolt, Nut And Screws As Specified Type 410 Sp-31 ( 9M Long ) Including One Coat Of Red-Oxide Zinc Chrome Primer And Two Coats Of Aluminium Paint On Surfaces Exposed To View And Making 30Cm Wide Strips ( Total 5 Nos ) With White And Black Paint Alternately On External Surface Above Pcc Benching Including Numbering With Black Paint And Painting With Bituminous Paint Internally Complete And Externally For Portion Embedded In Pcc , Complete All As Specified And Directed. Note : Excavation & Earth Work And Pcc Shall Be Measrued And Paid Separately. 59 Structural Steel Work As In Cross Arms, Bracings, Supports, Clamp And Back Plate Fabricated From Steel Sections Including Nuts, Bolts, Washers, Welding, Bending Cold Or Hot, Drilling Holes For Bolts, In Any Shape Or Size As Indicated Or Directed By Engineer-In-Charge And Applying Two Coats Of Aluminium Paint Over One Coat Of Red Oxide Zinc Chrome Primer Including Preparation Of Surfaces , Complete All As Specified & Directed. 60 Cable Jointing Kit For 1.1 Kv ( Earthed ) Grade Cable For Straight Through, Heat Shrinkable Type Joint Complete With Jointing Material And Accessories Suitable For 3 .5 Core Xlpe Armoured Aluminium Conductor Cable Of Size 95 Sqmm, Complete All As Specified. 61 New Generation Energy Saving And Environmental Friendly Long Life Led Street Light Made Up Of Pressure Die Cast Aluminium Housing With High Efficiency Leds As Lighting Source And Lens Embedded Pc Cover Havingtop Opening Seperate Driver Compartment With Ip66 Protection And Impact Resistance Of Ik07 With 10Kv Built In Surge Protection Device Including Gi Bracket Of 32 / 40Mm Dia, 1.5 Mtr Longbent To Any Shape Required As Per Site And Making Neccessry Connection With 2.5 Sqmm Copper Wire From Fitting To Pole Box All As Directed By Engr-In- Charge.HavellS Cat Part No. Enduraomniplussl90wled757sasytopc OfHavells Or Equivalent In Makes Mentioned In Appendix 62 Ms Junction Box Of Size 300X200x100mm, Made Out Of 16 Gauge Ms Sheet, With Front Openable Hinged Cover Complete With 4 Nos Aluminium Bus Bar Mounted On Porrcelain Insulator Including Clamps Of Ms Flat Iron 25X3mm With Bolts And Nuts And One10amp Mcb Sp For Controlling Street Light Fixed On Polecomplete All As Specified And Directed.Note : Box To Be Painted Inside And Outside With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer. 63 Supply, Install, Testing & Commissioning Of Cpri Approval Lt Panel Board, Outdoor Type Ip-54 Protection As Per Is-8623 , Factory Made Suitable For 415 Volt, 3 Phase, 4 Wire, 50 Hz, Ac Supply System Having Bus Bar Chamber Made Out Of Size 45Cm X 75Cm X 40Cm With Angle Iron Of Size 40 X 40 X 6 Mm , Duly Supported With Mild Steel Angle Iron On Plain Cement Concrete Foundation ( As Per Manufacturers Instuctions ) Having Height 60Cms From Ground Level & 30 Cms Below Ground Level, With And Including Copper Bus Bars 200 Amps Rating Mounted On Porcelain Insulators. The Panels Shall Be Factory Made , Double Door, Made Out Of 3.15 Mm Thick Ms Sheet ( Crca ) Totally Enclosed Dust, Vermin & Rust Proof Front Operated, Front & Rear Opening With Locking Arrangement Fixed With Ms Angle Iron Frame Of Size 40X40x6 Mm And Duly Painted With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Complete With 200 Amp Rated Aluminium Bus Bar , Led Indicators, Mccb 125 Amp Four Pole Breaking Capacity 25 Ka -01 No. With Colour As Directed Including Internal Wiring With Multi Stranded Copper Conductor Cable Of Suitable Size Incl Lugs And Cable Gland To Incoming And Outgoing Cable Etc All As Directed At Site.Note :Layout Diagram Of Panel Shall Be Produced By Contractor For Approval Of Ge Before Placing Order To Manufacturer And Panel Shall Be Brought At Site As Per Approved Drawing 64 Deduct Credit Amount As Per Schedule Of Credit As Details Given On Srl Page No 23 Of Tender Doucments.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	12-Oct-2023	RETENDER	BOQ	23-10-2023
2	23-Oct-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	30-10-2023

INR 1000 /-

INR 149000.0 /-

INR 82.63 Lakhs /-

NAME OF WORK:- RE-CONSTRUCTION OF DAMAGED RETAINING WALL BEHIND NAVTATRA OFFRS MESS AT YOL.

Sl. No.	Item Description
1	Demolition of brick workor stonework built in cement mortar including allquoins, arches pillars etc but excluding ashlar facings ,dressed stonework and precast concrete articles and stacking the serviceable materials within 100m and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed.
2	Demolition of cement concrete (unreinforced) in ground floor and pavingn.exc 15 cm thick above or below ground level complete and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed.
3	Taking out old LT cable of any size, any core and removing from site, complete all as specified.
4	Dismantling concrete poles/struts, any size and removing from site, complete all as specified.
5	200mm thick (Spread thickness thickness) stone Pitching/Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber, complete all as specified.
6	Stone Pitching/Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber, complete all as specified.
7	Earth work in excavation (All kind of soil) by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth and upto 1.5 m depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge
8	Earth work in excavation (All kind of soil) by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m in depth), 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge
9	Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., not exc. 1.5 m high from base complete all as specified and directed. Note : Measurement shall be made as per Special Condition 3.6 on Serial Page No. 21 of SSR Part-II- 2020.
10	Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 1.5 m and not exc 3m high from base complete all as specified and directed. Note : Measurement shall be made as per Special Condition 3.6 on Serial Page No. 21 of SSR Part-II- 2020.
11	Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 3m and not exc 4.5 m high from base complete all as specified and directed. Note : Measurement shall be made as per Special Condition 3.6 on Serial Page No. 21 of SSR Part-II- 2020.
12	Supply only 40mm graded crushed stone aggregate (For weep holes), complete all as specified.
13	Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed.
14	All as per Srl Item No 13.00 above but depth exceeding 1.5 mtr and notexceeding 3.0 mtr.
15	Hand packing (any thickness) of broken stone or small boulders/aggregate (30 to 40mm size)at back of walls over arches etc and raising (or lowering) to the required level complete all as specified and directed.
16	Hand packing (any thickness) of broken stone or small boulders/aggregate (5 to 10mm size)at back of walls over arches etc and raising (or lowering) to the required level complete all as specified and directed.
17	Hand packing (any thickness) of coarse sand (2 to 4mm size)at back of walls over arches etc and raising (or lowering) to the required level complete all as specified and directed.
18	Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. Note :Compacted thickness shall be measured after consolidation.
19	Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm, complete all as specified and directed.
20	Removing excavated materials/ soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed.
21	Removing excavated materials/ soils to a distanceexceeding1.50 km but not exc. 5 km and depositing where directedcomplete all as specified and directed.
22	Removing excavated materials/ soils, to a distance exceeding 250 Mtrs but not exceeding 500mtrs and depositing where directed , complete all as specified and directed.
23	Plain cement concrete 1:4:8 ( nominal mix )type D-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base of floor, complete all as specified & directed.
24	Plain cement concrete 1:3:6 ( nominal mix )type C-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base of floor, complete all as specified & directed.
25	Plain cement concrete 1:3:6 ( nominal mix )type C-1 (using 20 mm graded crushed stone aggregate) as insurface channel drains all as specified and as directed.
26	Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex tra cement, including forms, moulds, mi- tred/stopped ends etc. all as specified and as directed.
27	Add or deduct for each 25 mm girth or part thereof over or under 30cm ditto. all as specified and as directed.
28	RCC M-25, design mix, using 20mm graded crushed stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc., complete all as specified & directed.
29	RCC M-25, design mix, using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls , columns ballast wall and the like any thickness above top of footing., complete all as specified & directed.
30	Precast cement concrete bond stone 1:2:4 type B-1 (using 20mm graded crushed stone agrregate) set in CM 1:6complete all as specified and directed
31	PCC 1:2:4, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.
32	Use & waste of form work to sides of concrete foundations,sides of concrete drain, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter forrough finished surface of flatconcrete complete all as specified and directed.
33	Use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for rough finished surfaces of concrete flat, complete all as specified & directed.
34	Use & waste of form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surfaces of flat concrete, complete all as specified & directed.
35	PVC 110mm dia pipe, pressure rating 10 kgf//sqcm (in short length) , fixed in retaining wall as weep hole complete all as specified & directed.
36	PVC Perforated pipe 250mm dia (pressure rating 6 kgf/sqcm, laid in trenchescomplete all as specified and directed.
37	Brick work with old size fly ash bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 all as specified & directed.
38	Walling of random rubble stone masonry, uncoarsed, well bonded, bedded and soilidly hearted built in CM 1:4, complete all as specified and directed.
39	Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc 40 mm, complete all as specified & directed..
40	Wire netting of stainless steel wire 1.40mm dia of mesh size 20mmfixed with tinned tacks of stainless steel wire staples complete all as specified and directed.
41	Polythene film, 150 micron thick, laid over and includinga coat of bitumen primer, @ 0.30 to 0.50 kg per sq. m completeall as specified and as directed.
42	Framed work such as grills, gratings etc with ends of bars shouldered and/or riveted or forged into spikes framed guard bars including cutting, drilling, welding etc confirming to Fe-290 Gde E-165 all as specified and directed.
43	TMT bars 8mm dia & over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, conforming to grade Fe-500, complete all as specified& directed.
44	All as per srl item no 43 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders.
45	Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240. complete all as specified.
46	Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc.conforming to Fe-410- W(Gde- E-250) quality- B complete all as specified and directed.
47	75mm thick PCC 1:3:6type C-2 (using 40 mm graded crushed stone aggregates)as insub basefinished even and fair to receive topfinish complete all as specified and directed.
48	Machine pressed coloured rubber moulded precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigmentlaid over and including 50mm thick sand cushioning, joints of tiles filled with dry sand and compacted with mechanical vibrator complete all as specified and directed.
49	Rendering cement plaster 15mm thick in cement mortar 1:4 on fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, all as specified.
50	Raised pointing to random or polygonal rubble uncoursed or brought upto coursesin cement mortar 1:4 complete all as specified.
51	Preparation of steel surfaces of any description, over 10 cm in width or girth,not otherwise describedand applying two coats of synthetic enamel paint over a coat of red oxide primercomplete all as specified and directed.
52	Preparation ofnewplastered surfaces or un plastered, previously undecorated wall surfaces and applyingtwo coats of cement base paint over a coat of primer, complete all as specified and directed.
53	Supply, jointing, fixing or passing through pipe, trenches or ducts, commissioning and testing XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross sectional area 95 Sqmm 3.5 core in trenches, floors, ducts passing through pipe for road crossing etc,including connecting & testing complete all as specified and directed. (Note : Excavation, earth work, brick protection, sand cushioning and GI pipe etc shall be measured &paid for separately).
54	Supply, jointing, fixing or passing through pipe, trenches or ducts, commissioning and testing XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross sectional area 16 Sqmm 4 core in trenches, floors, ducts passing through pipe for road crossing etc,including connecting & testing complete all as specified and directed. (Note : Excavation, earth work, brick protection, sand cushioning and GI pipe etc shall be measured &paid for separately).
55	Sand cushioning to protection of underground cables, laid 8 Cm before laying and 15 Cm after laying of cable, and punned to form an overall layer of 18 Cms thick, complete all as specified and directed Note: Punned thickness shall be measured.
56	Sub class ‘B brick, old size, brick covering laid dry, flat, transversally along the length of cable on sand cushioning, with width equal to the length of the brick , complete all as specified and directed.
57	Mild steel galvanised iron tubing light grade for cable protection as in road crossing, along poles, walls, floors, drain of 50mm size fixed with MS clamps, nuts and bolts required complete all as specified and directed.
58	Steel tubular swaged poles complete with base plate 8mm thick welded with pole, finial taper plug, bolt, nut and screws as specified type 410 SP-31 (9m long) including one coat of red-oxide zinc chrome primer and two coats of aluminium paint on surfaces exposed to view and making 30cm wide strips (total 5 Nos) with white and black paint alternately on external surface above PCC benching including numbering with black paint and painting with bituminous paint internally complete and externally for portion embedded in PCC , complete all as specified and directed. Note : Excavation & earth work and PCC shall be measrued and paid separately.
59	Structural steel work as in cross arms, bracings, supports, clamp and back plate fabricated from steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed by Engineer-in-Charge and applying two coats of aluminium paint over one coat of red oxide zinc chrome primer including preparation of surfaces , complete all as specified & directed.
60	Cable jointing kit for 1.1 KV (Earthed) grade cable for straight through, heat shrinkable type joint complete with jointing material and accessories suitable for 3 .5 core XLPE armoured aluminium conductor cable of size 95 sqmm, complete all as specified.
61	New generation energy saving and environmental friendly long life LED street light made up of pressure die cast aluminium housing with high efficiency LEDs as lighting source and lens embedded PC cover having TOP Opening seperate driver compartment with IP66 protection and impact resistance of IK07 with 10KV built in surge protection device including GI bracket of 32/40mm dia, 1.5 mtr longbent to any shape required as per site and making neccessry connection with 2.5 sqmm copper wire from fitting to pole box all as directed by Engr-in- Charge.Havell"s Cat Part No. ENDURAOMNIPLUSSL90WLED757SASYTOPC of"Havells" or equivalent in makes mentioned in Appendix
62	MS junction box of size 300x200x100mm, made out of 16 gauge MS sheet, with front openable hinged cover complete with 4 Nos Aluminium bus bar mounted on porrcelain insulator including clamps of MS flat iron 25x3mm with bolts and nuts and one10Amp MCB SP for controlling street light fixed on polecomplete all as specified and directed. Note : Box to be painted inside and outside with two coats of synthetic enamel paint over a coat of red oxide primer.
63	Supply, install, testing & commissioning of CPRI approval LT panel board, outdoor type IP-54 protection as per IS-8623 , factory made suitable for 415 Volt, 3 Phase, 4 wire, 50 HZ, AC supply system having bus bar chamber made out of size 45cm x 75cm x 40cm with angle iron of size 40 x 40 x 6 mm , duly supported with mild steel angle iron on plain cement concrete foundation (As per manufacturers instuctions) having height 60cms from ground level & 30 cms below ground level,with and including copper bus bars 200 Amps rating mounted on porcelain insulators. The panels shall be factory made , double door, made out of 3.15 mm thick MS sheet (CRCA) totally enclosed dust, vermin & rust proof front operated, front & rear opening with locking arrangement fixed with MS angle iron frame of size 40x40x6 mm and duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete with 200 Amp rated aluminium Bus bar , LED indicators, MCCB 125 Amp four pole breaking capacity 25 KA -01 No. with colour as directed including internal wiring with multi stranded copper conductor cable of suitable size incl lugs and cable gland to incoming and outgoing cable etc all as directed at site. Note :Layout diagram of panel shall be produced by contractor for approval of GE before placing order to manufacturer and panel shall be brought at site as per approved drawing
64	Deduct Credit Amount as per Schedule of credit as details given on Srl Page No 23 of tender doucments.