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| 1 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area |
| 2 | Earthwork in excavation of foundation of structures of culverts,abntments piers, retaining walls etc. as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilising the remaning earth locally for road work upto 3.00 m depth as per MORTH Specification 304. EXCLUDING DEWATERING - Ordinary soil / ordinary rock : Mechanical Means |
| 3 | Excavation for roadway in Soil / Ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankement site within all lifts and leads upto 1000 m trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per MORTH Specification 301, including refilling in pipeline, trenches, foundation etc |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. (a)Supplied by the contractor |
| 5 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:(a)All works up to plinth level |
| 6 | Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: b)In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets, plinth beams, plinth and string courses etc, upto floor five level. |
| 7 | Centering and shuttering including strutting , propping etc. and removal of form for. (i)Foundations, Footings, Bases for columns |
| 8 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 9 | Supplying and fixing Pre-cast cement concrete kerb-stones (factory made, the factory should be ISO certified and registered under Directorate of Industries, Govt. of India) of M-20 with 20 mm nominal size granitic/basaltic aggregate properly consolidated by mechanical plat-form and vibrators with smooth finish including fixing at site complete as per specification. (a) Size 30 cm L x 50 cm H x 15 cm T |
| 10 | Supplying and fixing of Precast RCC slabs (factory made, the factory should be ISO certified and registered under Directorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reinforcement, Certificate from manufacturer shall be produced indicating grade of concrete and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge.: (a) Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity. |
| 11 | Painting (two or more coats) with synthetic enamel paint of approved brand and manufacture in all shade on new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture to give an even shade |
| 12 | Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35/M40 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design / shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.- in I, Wave, Rectangular, Square etc. shapes. The products should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4 0.5mm dia steel shots with a speed of 3200 rpm.. a) 60 mm thick in all colours except grey (M35 grade) |
| 13 | Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503 i) Bitumen 80/100 @ 0.20 kg/sq.m |
| 14 | Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix , transported to site, with all leads laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled with smoth wheeled roller and vibratory roller to achieve the desired compaction, using antistripping agent complete as per MoRT&H Specifications Clause 504 Grade-I (40mm nominal size) @ 4% of Bitumen-Mix a) Antistripping agent @ 0.5% of bitumen content |
| 15 | Providing and laying 30 mm thick Bituminious/Asphaltic concrete with 40-60 batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified gradings Premixed with bituminious binder at 6.5 % by weight of total mix and fillerusing Antistripping agent transpoting the hotmix to work site with all leads and applying a tack coat @f 2.00 kg/10sq.m. with hot bitumen of 80/100 and laying with Mechanical Paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction as per MORT&H specifications clause 509 and 503 a) Antistripping agent @ 0.5% of bitumen content |
| 16 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes as per MORTH Specification 803 |
| 17 | Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation, fixing provided nut bolts with the help of template, duly plastered as per design complete (for 3 to 5m octagonal / conical GI pole). |
| 18 | Supplying and laying 50 mm outside dia. double wall corrugated pipes (DWC) of HDPE in pole foundation/RCC wall for enclosing cable. |
| 19 | Planting and Maintaing of Flowering Plants and shrubs as per MORTH Specification 307 a) Planting and Maintaing of Flowering Plants and shrubs as per MORTH Specification 307 |
| 20 | Removing old paint of polish with paint remover of approved brand & manufacture & preparing surface |
| 21 | Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineer, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the exposed laterite masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer. (The rate is inclusive of all materials & labours). |
| 22 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 23 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. 60 cm equilateral triangle |
| 24 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.60 cm circular |
| 25 | Supplying and Installation of pole in height 11 mtr made of GI hexagonal/ conical in shape with base plate welded and pole top with pu coated and foundation bolt |
| 26 | Supplying and Installation of double decorative arm made of GI each side welded on a pole of length 1.2 mtr in length with ms decorative ball on top pu painted. |
| 27 | Supplying and erecting integrated LED street light fitting 160-170W IP65 &IK08 class having single piece pressure die-cast aluminium housing, havingsystem lumens output of Min. 19000 Lumens, min. efficacy of 120 lumen/W,CRI>70, CCT upto 6500K, THD<10%, p.f. >0.95, operating range of 140270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs at L70B50including driver complete with minimum 2 Years warranty as per specificationNo. FG-ODF/SL. |
| 28 | Termination along with all necessary connector,termination material,mcb of suitable rating etc as required |
| 29 | Supply and providing Chemical earthing system (Pipe in pipe type) with Outer pipe of the electrode having minimum 80mm diameter as per the enclosed specifiations and drawing.The outer and the inner hot dip galvanised MS pipes shall conform to the specifications and the space inbetween shall be filled with highly crystalline conductive and anti- corrosive mixture conforming to IS-3043. The earth electrode shall be CPRI tested.The scope of work includes boring( 300mm dia mimnimum)/exvavation of soil/hard rock, refilling with required quantity of back fill compound/Ground resistance enhancement powder of requisite quantity, compaction, constuction of masonary chamber etc complete as required to obtain the desired value.Aluminium tag with embossed earthing value shall be permanently attached to the pipe electrode |
| 30 | Supply of Back fill Compound/ Groung resistance enhancement powder conforming to the enclosed specifications. |
| 31 | Supply of 4 core armoured PVC/XLPE insulated, PVC sheathed copper conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size.4 Core 6 sq.mm |
| 32 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed breadth-wise on top of cable all over the run( the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required.(b) In rocky strata |
| 33 | Providing and fixing 4 mm dia copper wire on surface or in recess for loop arthing along with existing surface/ recessed conduit/ submain wiring/ cable as required |
| 34 | Supplying and laying(includingexcavationof suitablewidth&depthupto90cm)50mmoutside dia.double wallcorrugated pipes (DWC)ofHDPEfor enclosing cable below ground/road surface, complete. |
| 35 | Making M-20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5m depth including supplyof steel, concrete, excavation and fixing provided nut bolts with the help oftemplate, duly plastered as per design complete (for 11m & 12.5m highoctagonal/conical GI pole). |
| 36 | Supply, External Lighitng Panel - IP 54 floor mounted with frame of suitable M.S. channeldully painted, fabricated of CRCA sheets completely derusted , chemically treated and powder coated.Main Incomer with 63 A FP MCCB 1 NOS.2 CHANNEL(2 TIME ZONE)7 DAYS 24 HRS PROGRAMMABLE TIMER WITH A/M SELECTOR SWITCH Outgoing 2NOS 32 A FP MCB,6 NOS 4 POLE MCB 2 wired for 3 Phase meter 60-100 A Please Enable Macros to View BoQ information |
