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| 1 | Cartage / Disposal of Excavated Earth up to 2.0 KM (Morth-301 (3.11) |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge:, All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 4 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :, 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:, Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 9 | 12 mm cement plaster of mix :, 1:4 (1 cement: 4 coarse sand) |
| 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause-401 (Sanction Rate) |
| 11 | Providing and laying spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carrige of mixed material by tipper to site, laying in uniform layiers with paver in sub-base / base course one well prepared surface and compacting with vibratory roller to achieve the desired density. (Sanction Rate) |
| 12 | Providing and applying tack coat with bitumen (Vg-10) pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.Both wheeled Roller 8 - 10 tonne capecity, finished to required level and grades. (Sanction Rate) |
| 13 | providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% of mixed and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. |
| 14 | providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 15 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 16 | providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means |
| 17 | Supply & fixing of reflective sign board of size 1.83 x 1.22 mt. retro reflective sheeting of HIP grade of avery rennison or equivalent make, the board shall be fixed on 50mm SS 304 grade pipe and reflective sheet on 4mm thick ACP sheet of standard make as per MORTH specification on both sides. The Board shall be fixed using 2 man post 3.00 m-3.30 mt height of 65mm dia SS 304 Grade pipe and 35x35x60 cm Cement concrete foundation. The stainless steel joint welding of SS pipe work shall be band and grinder properly including bufting so as to give uniform shining at welded joints complete installation including all material, T&P required for proper completion of work as per direction of Engineer - in - Charge.( PWD , Lucknow Sanctioned rate) |
| 18 | 6M Span over head Cantilever Structure with 300 dia MS one vertical post Supply, fixing & eraction 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 plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC-M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge |
| 19 | Retro-Reflective Sheeting type-IV with 4mm thick ACM Dauble Side : Providing and fixing of reflective signs with a corrosion resistant 4 mm thick with with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully coverd with High Intensity prismatic sheeting type-IV as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letter, numerals and borders etc should be as per MoRTH specification No. 801.3.7 the sheeting shall have a pressure - sensitive adhesive of the aggressive - tack type requiring no heat, solvent other preparation for adhesion to a smooth clean surface in a manner recommended by the sheeting manufacture. The ACM (Aluminium Composite Materials) shall be fixed on the back frame MS Angle with nveting 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 fungusresistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from Intemational/Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition with 3 years of lunching of product by the manufacture in a board. Altematively, a certificate confirming to ASTM specification (0 4958-09) on artificial 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 guarantee which would be released after receipt of certificate meeting the requirement of 3 years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The Rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of Engineer-in-charge. (DSR Morth - 801) |
| 20 | Reflective Raised Pavement Markers (Road Studs/Cat Eye) Supply and fixing of reflective ralsed pavement marker with its body surface made of lough ASA (Acrylic Styrene Acrylonitrite) or HPS (HI Impact Polystyrene) or acrylonitrilebutadien styrene (ABS) or any other suitable material approved by the engineer. etc all complete PWD SOR 2020 (CH-26/Traffic Signs/Page No. 54/ Morth 804/(8.35) Suggestive) Please Enable Macros to View BoQ information |
