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| 1 | Earth work in excavation of foundation of structures 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 and backfilling with exacavated surplus soil, Mechanical Means, Depth up to 3 m |
| 2 | Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 3 | Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 4 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 5 | PlainlReinforced cement concrete (RCC Grade M-20 ) in Foundation complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump |
| 6 | PlainlReinforced cement concrete (RCC Grade M-25 ) in Foundation complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump |
| 7 | Plain/Reinforced cement concrete (RCC Grade M 30 ) in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500, 1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump Height up to 5m |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications |
| 9 | Filling Stone or Spall (on Level) |
| 10 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. |
| 11 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth) |
| 12 | Dressing and prepration of sub grade fo lining |
| 13 | Laying 1:3 (cement :water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 14 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For bed &side slopes |
| 15 | Filling expansion joints with special impervious hot pour 12.5mm wide. |
| 16 | Extra bitumen painting at 0.69 per sqm |
| 17 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 18 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications |
| 19 | PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700 |
| 20 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 21 | Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) |
| 22 | Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified |
| 23 | Painting New letters and figures on black synthetic enamel paint to an even shade on surface |
| 24 | Mandatory sign board 900mm circular Using high intensity Microprismatic grade retroreflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 . |
| 25 | Supply of Structural steel, MS Plate, ISMB, ISMC ,ISA, Square bar of required length and sizes of reputated brands to the site of work like SAIL, TATA, VIZAG, JINDAL |
| 26 | Providing and Fixing of S.S plate asper drawing and directions given by engineer in charge |
| 27 | Supply of GI pipe hollow pipe of any size |
| 28 | Providing and fixing of skin plate |
| 29 | Providing and fixing of Chequred Plate 8mm |
| 30 | Providing & fixing in position of flat/ wedge seal including preparation of surface complete I all respects and to entire satisfaction of Engineer in charge.75 mm Ø x 12 mm Th. Bottom Seal |
| 31 | Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satifaction of Engineer in charge.(44Ø) |
| 32 | Providing & fixing of Galvanized nut & bolts of all size & length required |
| 33 | CI Housing cover with worm & worm Wheel Assembly, shaft, Handle G.M Bust with triple start threading inside for Spindle complete including labour charges. |
| 34 | M.S Spindle with double start or triple start threading 11' Height 1/3/4\\" dia. complete.1.5 ton to 2.5 ton capacity |
| 35 | upto 1.5 ton capacity |
| 36 | Fillet welding with high strenght steel rods complete in all respect and to entire satisfaction of engineer in charge 6 mm wide |
| 37 | Painting two or more coats with anticorrosivebitumastic Paint to give an even shade |
| 38 | Applying priming coat with metal primer on new steel or iron work including preparation of surface |
| 39 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shade on wood work, metallic or plasterd cement surface to give an even shade |
| 40 | Supply of multipurpose synthetic grease complete in all respect d to entire satisfaction of engineer - in - charge |
| 41 | Supply of multigrade Mobil-oil 10w-40 or 10w-50 complete in all respect d to entire satisfaction of engineer - in - charge |
| 42 | Commisioning and testing of gates at site complete in all respects to entire satisfaction of engineer in charge |
| 43 | Providing and fixing bright finished brass door latch with necessary screws etc complete 250x 16 x 5 mm |
| 44 | Installing of gates & gearing arrangements with crane 35 Ton capacity Please Enable Macros to View BoQ information |
