Tender For Special Repair To Road And Path In Mil Stn Dharamshala, dharamshala-Himachal Pradesh

Tender For Special Repair To Road And Path In Mil Stn Dharamshala; 1 M & L For Scarifying Or Picking Gravelled, Macadam Or Bituminous Macadam Surfaces In Area Not Exc 400 Sqm, Exc 50 Mm And Not Exc 100 Mm Deep & Removing Not Exc 50 Metres Andtacking, Complete All As Specified And Directed By Engr-In-Charge. 2 M&L For 100 Mm ( Spread Thickness ) Soling ( Or Subbase ) With Broken Boulders Or Quarried Stone, Inter Stices Filled, Surface Formed And Rolled And Consolidated To Reqd Gradient And Camber, Complete All As Specified And Directed By Engr-In-Charge. 3 M&L For 100 Mm Thick Cement Concrete Type C2 ( 1:4:8 ) Using 40Mm Graded Aggregate Crushed Stone Aggregate As In Subbase, Complete All As Specified And Directed By Engr-In-Charge. 4 M&L For Cement Concrete Work In Pavement / Hard-Standing Of Flexural Strength 40 Kg / Per Square Centimetre In Field Using 400 Kg Of Cement Per Cubic Metre, Thickness Of Concrete 25 Cm Or Less, Complete All As Specified And Directed By Engr-In-Charge. 5 Forming 12Mm Thick Expansion Joints Filled With Pre-Formed Bituminous Filler And Top 30Mm Primed And Sealed With Sealing Compound, Grade A For 100 Mm Thick Pavement, Complete All As Specified And Directed By Engr-In-Charge. 6 Forming Contraction ( Dummy ) Joints 65 Mm Deep X 10Mm Wide Filled With Sealing Compound Grade A, Complete All As Specified And Directed By Engr-In-Charge. 7 M & L For Preparing Existing Black Top Bituminious Surfaces By Brushing With Wire Brushes For Removing Caked Mud Etc Sweeping With Brooms And Finally Fanning The Cleaned Surfaces With Air Compressor Through Air Jet To Remove All Loose Dirt And Applying Evenly A Tack Coat Of Bituminous Primer Using Paving Bitumen Vg-10 At The Rate Of 5 Kg Per 10 Sqm Of Road Surface By Sprayer Operated Hot Pressure Mechanism, Providing, Laying And Spreading 40Mm Thick ( Consolidated Thickness ) Of Semidense Ashphaltic Bituminous Concrete Pre Mixed Carpet With Design Mix Formula With 5.5% Bitumen Binder Contentby Weight Of Total Mix Including Heating Bitumen To The Required Temperature, Mixing Bituminous Concrete In Automatictemperature Controlled Hot Mixing Plant, Laying Spreading Uniformly By Means Of Mechanical Paver And Rolling And Consolidating To The Required Gradient And Camber With8 To 12 Tonnes Power Road Roller To A Uniform Smooth Surfaces, Complete All As Specified And Directed By Engr-In-Charge. 8 Premix Bituminous, Macadam Laid / Rolled And Compacted To Required Gradient And Camber ( Consolidated Thickness 75Mm Or Less ) Using Withpaving Bitumen Of Any Penetration Of Binder At 4% By Wt Of Total Mix, Complete All As Specified And Directed By Engr-In-Charge. 9 Supply And Fixing In Repair Metal Tubular Dealineator Made Out Of Abs Round Body Fitted With 2 Nos 65 Mm Dia Highly Reflective Reflectors Made Out Of Pmma And Mounted On 45 / 50 Mm Dia Mild Steel Pipe Of 600 Mm Height Duly Powder Coated And Thermo Plastic Elastomer 3 Bands Of Green, Red And Yellow Reflector Radium Tape Of 25 Mm Wide Strips With Anti Theft Steel Net For Reflector Protection Including Embedding In Pcc 1:2:4 ( 150X150x300mm ) Type B1, Complete All As Specified And Directed By Engr-In-Charge. 10 Supply And Fixing In Repair Cat Eye Solar Reflective Type Of Metal Body Alloy Of Size 100Mm X 100Mm X 20Mm With Pama Striplens Reflector Of Model No. Da 972.0 Fixed With And Incl Ms Stud Of Suitable Size As Per Manufactures Instructions, Complete All As Specified And Directed By Engr-In-Charge. 11 Supply And Fix In Repair Solar Cat Eye Aluminum Alloy Shall ( 100% Water Proofing Design According To 65 ) Of Size 125Mm X 125Mm X 25Mm ( Shank 65Mm ) Of High Efficiency Mono Rystafie Solar Panel 2.4V / 0.3 Watt One Ni-Ed Rechargeable Battery ( 1.2V / 1600Ma ) Consisting Of Super Bright Led With 10, 000 To 18, 000 Mcd As Per Manufactures Instructions Etc, Complete All As Specified And Directed By Engr-In-Charge. 12 M&L For Preparing Bituminous Surfaces Of Road And Marking 2.5Mm Thick Centre Lines, Stop Lines, Dashes, Arrows Etc. And The Like Not Exc 10Cm Wide On Roads Pavements With Hot Applied Thermo Plastic Road Marking Paint Of Approved Colour Confirming To Bs 3262-1989 With Special Applicator Machine All As Per Manufacturers Instruction, Complete All As Specified And Directed By Engr-In-Charge. 13 Demolition Of Cement Concrete In Ground Floors And Pavings N Exc 15 Cm Thickness Unreinforced ( Below Or Abv Ground Level ) , Complete All As Specified And Directed By Engr-In-Charge. 14 Chequered Cement Concrete Tiles Rubber Moulded Machine Vibrated Of Approved Colour With Grey Pigment Cement And Pattern Of Size 30Cm X 30Cm X 25Mm Thick, Set, Jointed And Pointed In Neat Cement Slurry In Paths Over 15 Mm Thick Screed Bed In Cm 1:4, Complete All As Specified And Directed By Engr-In-Charge. 15 M&L For 75 Mm Thick Cement Concrete Type C-2, 1:3:6 ( 40Mm Graded Aggregate ) As In Sub Base, Complete All As Specified And Directed By Engr-In-Charge. 16 Demolition Of Brickwork Built In Cement Mortar Including All Quoins, Arches, Pillars Etc, Complete All As Specified And Directed By Engr-In-Charge. 17 M&L For Brick Work With Sub Class B Brick Straight Or Curved On Plan N Exc 6M Radius Built In Cm 1:6, Complete All As Specified And Directed By Engr-In-Charge. 18 Demolition Of Stone / Boulder Masonry Built In Cement Mortarincluding All Quoins, Arches Pillars Etc But Excluding Ashlar Facings Dressed Stone Work And Precast Concrete Articles, Complete All As Specified And Directed By Engr-In-Charge. 19 Cement Conrete 1:3:6 ( Nominal Mix ) Using 40Mm Graded Crushed Stone Aggregate In Foundation Filling And Mass Conrete, Complete All As Specified And Directed By Engr-In-Charge. 20 M&L Forwalling Of Random Rubble, Uncoursed, Well Bonded, Bedded And Solidly Hearted, Built In Cm 1:4 Brought Upto Courses, Complete All As Specified And Directed By Engr-In-Charge. 21 Tmt Bar 10Mm Dia And Over, Cutt 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, Complete All As Specified And Directed By Engr-In-Charge. 22 Rcc M-20 Nominal Mix Using 20 Mm Gradedc Agg As In Slabs Supported On Walls, Beams And Columns In Floors, Roofs, Landings, Balconies, Canopies, Deck Slabs And In Shelves, Complete All As Specified And Directed By Engr-In-Charge. 23 Formwork To Soffits Of Suspended Slabs Such As Roof Slabs, Floor Slabs, Landings And Similar Work; Not Exceeding 200Mm Thick ( Horizontal Or Sloping ) , Complete All As Specified And Directed By Engr-In-Charge. 24 Formwork To Edges Of Concrete Flats, Treads, Breaks In Floors, Window Cills, Concrete Rail- Ings, Openings In Concrete Walls, Floor And Roofs N Exc 20 Cm Wide And Sides Of Rcc / Pcc Bands In Walls, Horizontal Or Sloping And Similar Work Exc 10Cm But N Exc 20Cm Wide, Complete All As Specified And Directed By Engr-In-Charge. 25 Providing And Laying 60Mm Thick Factory Made Chamfered Edge Cement Concrete Paver Block Of M-35 Grade With Approved Colour, Design & Pattern As In Footparth, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc., Of Required Strength, Thickness & Size / Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over And Including 50Mm Thick Compacted Bed Of Fine Sand, Compacting And Proper Embedding / Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand, Complete All As Specified And Directed By Engr-In-Charge.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	06-Sep-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	13-09-2023

INR 500 /-

INR 32120.0 /-

INR 16.06 Lakhs /-

Name of Work: Special repair to road and path in Mil Stn Dharamshala

Sl. No.	Item Description
1	M & L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm, exc 50 mm and not exc 100 mm deep & removing not exc 50 metres andtacking, complete all as specified and directed by Engr-in-Charge.
2	M&L for 100 mm(spread thickness) soling (or subbase) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to reqd gradient and camber, complete all as specified and directed by Engr-in-Charge.
3	M&L for 100 mm thick cement concrete type C2 (1:4:8) using 40mm graded aggregate crushed stone aggregate as in subbase, complete all as specified and directed by Engr-in-Charge.
4	M&L for cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less, complete all as specified and directed by Engr-in-Charge.
5	Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade "A" for 100 mm thick pavement, complete all as specified and directed by Engr-in-Charge.
6	Forming contraction (Dummy ) joints 65 mm deep X 10mm wide filled with sealing compound grade A, complete all as specified and directed by Engr-in-Charge.
7	M & L for preparing existing black top bituminious surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dirt and applying evenly a tack coat of bituminous primer using paving bitumen VG-10 at the rate of 5 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanism, providing, laying and spreading 40mm thick (consolidated thickness) of semidense ashphaltic bituminous concrete pre mixed carpet with design mix formula with 5.5% bitumen binder contentby weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatictemperature controlled hot mixing plant, laying spreading uniformly by means of mechanical paver and rolling and consolidating to the required gradient and camber with8 to 12 tonnes power road roller to a uniform smooth surfaces, complete all as specified and directed by Engr-in-Charge.
8	Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using withpaving bitumen of any penetration of binder at 4% by wt of total mix, complete all as specified and directed by Engr-in-Charge.
9	Supply and fixing in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1, complete all as specified and directed by Engr-in-Charge.
10	Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions, complete all as specified and directed by Engr-in-Charge.
11	Supply and fix in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd as per manufactures instructions etc, complete all as specified and directed by Engr-in-Charge.
12	M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction, complete all as specified and directed by Engr-in-Charge.
13	Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness unreinforced (below or abv ground level), complete all as specified and directed by Engr-in-Charge.
14	Chequered cement concrete tiles rubber moulded machine vibrated of approved colour with grey pigment cement and pattern of size 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in paths over 15 mm thick screed bed in CM 1:4, complete all as specified and directed by Engr-in-Charge.
15	M&L for 75 mm thick Cement concrete type C-2, 1:3:6 (40mm graded aggregate) as in sub base, complete all as specified and directed by Engr-in-Charge.
16	Demolition of brickwork built in cement mortar including all quoins, arches, pillars etc, complete all as specified and directed by Engr-in-Charge.
17	M&L for brick work with sub class "B" brick straight or curved on plan n exc 6m radius built in CM 1:6, complete all as specified and directed by Engr-in-Charge.
18	Demolition of stone/boulder masonry built in cement mortarincluding all quoins, arches pillars etc but excluding ashlar facings dressed stone work and precast concrete articles, complete all as specified and directed by Engr-in-Charge.
19	Cement Conrete 1:3:6 (Nominal Mix) using 40mm graded crushed stone aggregate in foundation filling and mass conrete, complete all as specified and directed by Engr-in-Charge.
20	M&L forWalling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:4 brought upto courses, complete all as specified and directed by Engr-in-Charge.
21	TMT bar 10mm dia and over, cutt 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, complete all as specified and directed by Engr-in-Charge.
22	RCC M-20 nominal mix using 20 mm gradedc agg as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves, complete all as specified and directed by Engr-in-Charge.
23	Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), complete all as specified and directed by Engr-in-Charge.
24	Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete rail- ings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide, complete all as specified and directed by Engr-in-Charge.
25	Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed by Engr-in-Charge.