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| 1 | Retro Reflective sheeting type XI with 4mm thick ACM Providing & fixing of reflective signs with a corrosion resistant 4mm thick with 0.4 to 0.5mm both side aluminium skin aluminium composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC 67.2012 retro reflective sheeting with back frame MS angle of 35x35x5mm. Legends, letters, numerals and borders etc should be as per Morth specification No 801/3.7. The sheeting shall have pressure sesitive adhesive of the aggressive tack type requiring no heat solvent other preperation for adhesive to a smooth clean surface in a manner recommended by the sheeting manufacturer. The ACM (Aluminium composite material) shall be fixied on the back frame MS angle with riviting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection , daytime colour and luminance, shrinkage, flexibility , liner removal, adhesion, impact resistance specular gloss and fungus resistance 3 year outdoor weathering and its having passed these tests shall be obtained from international/Government Laboratory/Institute by the manufacure of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition witthin 3 year of launching of product by the manufacture in abroad. Alternatively a certificate confirming to ASTM specification (D 4956-09) on artficial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the employer/client. if so desires, could seek for a performance gauantee which whould be released after recipt of certificate meeting the requirement of three year outdoor weathering of the sheeting IRC 67:2012 & proof of the same Report shall be uploaded which qoating tender. the rate shall include all materials, labour T&P transportaion installation and incidentals all complete as direction of the engineer-in-charges. MORTH 801 |
| 2 | Retro Reflective sheeting type IV with 4mm thick ACM side :Providing & fixing of reflective signs with a corrosion resistant 4mm thick with 0.4 to 0.5mm both side aluminium skin aluminium composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC 67.2012 retro reflective sheeting with back frame MS angle of 35x35x5mm. Legends, letters, numerals and borders etc should be as per Morth specification No 801/3.7. The sheeting shall have pressure sesitive adhesive of the aggressive tack type requiring no heat solvent other preperation for adhesive to a smooth clean surface in a manner recommended by the sheeting manufacturer. The ACM (Aluminium composite material) shall be fixied on the back frame MS angle with riviting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection , daytime colour and luminance, shrinkage, flexibility , liner removal, adhesion, impact resistance specular gloss and fungus resistance 3 year outdoor weathering and its having passed these tests shall be obtained from international/Government Laboratory/Institute by the manufacure of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition witthin 3 year of launching of product by the manufacture in abroad. Alternatively a certificate confirming to ASTM specification (D 4956-09) on artficial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the employer/client. if so desires, could seek for a performance gauantee which whould be released after recipt of certificate meeting the requirement of three year outdoor weathering of the sheeting IRC 67:2012 & proof of the same Report shall be uploaded which qoating tender. the rate shall include all materials, labour T&P transportaion installation and incidentals all complete as direction of the engineer-in-charges. MORTH 801 SOR 2022-23 |
| 3 | Applying priming coat: With ready mfxed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised Iron/ steel works including cost of all materials labour T&P elc. requifed for proper completion of work. Ch- 15 SI no 641 SOR 2022-23 |
| 4 | Painting with synthetic enamel paint of approved brand and manufacture to glve an even shade Two or more coats on new vork including cosl of all materials, labour T&P etc. required for oper completion of worf‹. Wood and sleel Ch- 15 SI no 13.61.1 SOR 2022-23 |
| 5 | Supply crane with driver including POL (Approved rate MVDA) |
| 6 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Ch- 10 SI no 10.2 SOR 2022-23 |
| 7 | Steel work in built up tubular (round, square or rectangular hollow tubes etc) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (hot finished seamless type tubes) Ch- 10 Sno 10.16.1 SOR 2022-23 |
| 8 | Supply of Nuts & Bolt upto 13mmdia chapter 1 Sno 21 K SOR 2022-23 |
| 9 | Supply of tractor trolly with driver including POL |
| 10 | Supply of Beldar |
| 11 | Providing and laying cement concrete in 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. Ch- 5 SI no 4.1.2 SOR2022-23 |
| 12 | RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch- 5 SI no 5.1.2 SOR 2022-23 |
| 13 | Reinforcement of Reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level. |
| 14 | 12 m•16 m Span Over Haad StruCtMg@wlth 300 dia M S • two vortlcal post »upply. fixing & erection of built up OveFh/2ad Structure of 12M-15M span comprising of two vertical posls of 6.0o M height made up of 300 mm NB heavy class MS pipe as vertical member welded wilh 10 mm MS plate af lop & 12 mm M S plate at bonom. The horizontal TruSs shall comprise of SO mm dia eavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plale at boltom for fixing to venical post as per structure design & drawing with one of steel primer and two coals of synlhelic enamel plant. The work includes :onstruclion of RCC Foundation of slze 0 90x0.90x1.50 m of required deplh asper site condilion for bullt up Structure including Earth work in excavation t00 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge *tone ballast and RCC M-25 cement concrele including supply end fixing of 25 Y\m dia Foundation Bolts 600 mm long as per provision of slruclure design ncluding cost of reinforcement & Shu[tering The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specificalion section 800 and IRC G7 2012 complete In all respect. The Rates shall Include cosl of design, fabrication. supply, transportations, Local shifting Erection of Signage structure using crane. inclusive of all laxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in charge. Ch- 28 MORTH 802 SOR 2022-23 |
| 15 | 6M Span over head Cantilever Structure with 300 dia M S one vertical post Supply, fixing & erection of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS pTate at lap & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plale at ttom for fixing to vertical post as per structure design & drawing with one of ›teel primer and two coats of synthetic enamel planf. The work includes :onstruction a( RCC Foundation at size 0.9Ox0.90x1.50 m of required depth as r site condition for built up structure including Earth work in excavation 100 thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone llast and RGC - M25 grade concrete including supply and fixing of 25 mm lia Foundation Bolts 60d mm long as per provision of structure design acluding cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H pecification Section 800 and IRC 67 2012 complete in all respect The Rates all include cost of design fabrication, supply, transportation, Local shifting ectian ,of Signage structure using crane, inclusive of all taxes elc. all T&Pchine material and labour required for proper completion of work as per rection of Engineer-in-charge. |
| 16 | Supply and laying pota cabin for G Room size 10'x8'x8' made up puff pannel for heat insulation complete as per departmental drawing & design Please Enable Macros to View BoQ information |
