|
| 1 | Engagement of JCB/Hydraulic Excavator for various purposes on site as found necessary incl all job complete |
| 2 | Supplying stacking, and laying of Quarry muck/RBM/Stone soling/ to specified lines, grades and cross sections incl watering, levelling to camber and consolidation by PRR 8-10 Tonne Capacity of Road Roller incl carriages of materials from source to site of work, complete job for road work and backfilling where ever required |
| 3 | Supplying, Stacking at site, spreading of Khak Bajri on shoulders/berm of road/backfilling, including rolling and Watering, and dressing to camber, in line with the road formation, incl cost and carriage of materials, complete job |
| 4 | Supplying, Stacking at site, Laying, Spreading and Compacting of Crushed stone soling of approved size/ Crushed Aggregates of size range 90 mm to 45 mm incl. binding material, rolling with 3-Wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, incl all cost and carriage of materials to site of work, with all leads, lifts, loading, unloading, stacking, haulage and octroi taxes.(Finished work to be measured, complete) as per Clause 405 of MOST specifications. |
| 5 | Supplying, Stacking at site, Aggregates of size range 63mm to 45mm incl Stone screening of size 13.2 mm nominal size, and binding material that is Khak Bajree/Moorum/Stone Dust, including Laying, Spreading and Compacting the above to WBM (G-II) specifications in uniform thickness, hand picking, rolling with 3-Wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up the interstices of coarse aggregate, watering and compacting to required density, incl all cost and carriage of materialsto site of work, with all leads, lifts, loading, unloading, stacking, haulage and octroi taxes.(Finished work to be measured, complete) as per Clause 405 of MOST specifications. |
| 6 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 7 | Supplying stacking at site, laying stone Dust/Moorum/binding matearial over the existing metal surface including consolidation with PRR8-10 tonne all complete including carriage of materials complete |
| 8 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 1 metres: All kinds of soil : |
| 9 | Earth work in bulk excavation by mechanical means (hydraulic excavator) exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 10 | Providing and laying of dry stone soling hand packed tightly including watering, ramming and all carriages as involved upto site of work complete |
| 11 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 13 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for:- Foundations, footings, bases of columns etc |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for:-retaining walls, return walls etc |
| 16 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 17 | Engagement of Labour/Mazdoor for clearance of Drains, choked pipes, septic, soakage pits, and other like works |
| 18 | Engagement of skilled Labour/plumber/electrician/mason for works of different nature as per requirements |
| 19 | Engagement of welder for welding of steel structural work incl. cost of welding, material and carriage |
| 20 | Pumping out water caused by storm water, springs, river,seepage, leakage in drains and pipes |
| 21 | Removal of unhygeinic materials from designated sites incl its disposal as per directions |
| 22 | Engagement of Tata Mobile/load carrier for carriage of material from Divisional store to Sub Division office, or other sites as per requirement |
| 23 | Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats) |
| 24 | Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956 01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). 16.67.1 Overhead informatory road signage. |
| 25 | Providing and applying 2.5mm 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. |
| 26 | Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm |
| 27 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). |
| 28 | Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site for all leads and lifts, laying in uniform layers with mechanical paver and manually. Finished sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete as per specifications and directions of Engineer In-charge. |
| 29 | Providing and applying tack coat using hot straight run bitumen of 80/100 incl. heating the bitumen and spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface to remove dirt , dust, mud, etc and finally booming the surface as per required specification incl. cost of bitumen on WBM surface @ 0.75kgs/sqm ( WBM Surface @0.75 kg/sqm) |
| 30 | on BT surface @ 0.50kg/sqm |
| 31 | Providing / Laying of 50mm thick premix Bituminous Macadam base course with stone aggregate of quality size & grading as specified in CPWD specifications & straight run bitumen of VG-10 grade @ 3.3% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting and laying mixed material with paver/manually finisher to the required level and grade, rolling with road roller of 08 to 10 tonne capacity to achieve the required compaction and density (50mm compacted thickness complete) inluding cost & carriage of all materials involved from source upto site of work complete. |
| 32 | P/L of 25 mm thick compacted semidense bitumenious surface using crushed aggregate satisfying the gradation set out in MOST specifications with 5% binder content (by weight of total mix) bitumen of VG-10 grade @ 2.88 kgs/sqm with the aid of hot mix plant and paver/manually finisher including rolling with 8 to 10 tonnee capacity road roller to achieve the required compaction and density [with bitumen VG-10 grade(crushed)] incl. rolling and finishing complete and incl. cost and carriage of all materials involved from source upto site of work complete. |
| 33 | P/L of 6 mm thick compacted seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve, with bitumen 128 Kg of bitumen of VG-10 grade per cubic meter of fine aggregate (0.768 kg. of bitumen per square meter) and 0.60 cum of fine aggregate /100 sqm of road surface incl. rolling and finishing complete as per MOST specifications incl. cost and carriage of all materials involved from source upto site of work complete. |
| 34 | Providing and laying of RCC Spun pipes incl trench execavation ,dressing of sides,ramming of bottom, necessary cushion incl loading ,unloading , carriage of material upto site of work complete job. 300 mm dia |
| 35 | Providing and laying of RCC Spun pipes incl trench execavation ,dressing of sides,ramming of bottom, necessary cushion incl loading ,unloading , carriage of material upto site of work complete job. 450 mm dia |
| 36 | Providing and laying of RCC Spun pipes incl trench execavation ,dressing of sides,ramming of bottom, necessary cushion incl loading ,unloading , carriage of material upto site of work complete job. 600 mm dia |
| 37 | Providing and laying of 150mm dia MS pipe incl trench execavation , dressing of sides necessary cushion ,loading ,unloading and all carriage involved. |
| 38 | Supplying and filling Distrilled water for Battries |
| 39 | Supplying and fixing of Medium Class PVC pipe (B-type) of Prince /Finoilex /Oliv /Eq.make with allied accessories like bends ,Tees ,Collars etc to laid as per site requirement :100 mm dia |
| 40 | Supply of notice boards with glass doors |
| 41 | Engagement of hydraulic crane for lifting heavy machines( generator), fallen trees etc |
| 42 | supply of tea for refreshment incl biscuits |
| 43 | supply of 1 ltr packaged water bottles |
| 44 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth. |
| 45 | Beyond 60 cm girth upto and including 120 cm girth. |
| 46 | Beyond 120 cm girth upto and including 240 cm girth. |
| 47 | Above 240 cm girth |
| 48 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. Please Enable Macros to View BoQ information |
