|
| 1 | (A) Berm Filling |
| 2 | Supply and filling of RBM? Nallah Muck / Quarry Muck including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete (for Berm) all complete. |
| 3 | (B) Cutting of Trees |
| 4 | 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. . |
| 5 | 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 60 cm girth upto and including 120 cm girth. |
| 6 | 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 120 cm girth upto and including 240 cm girth. |
| 7 | (C) Earth Cutting |
| 8 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (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. All kinds of soil : |
| 9 | Disposal of surplus excavated earth beyond 50m upto 5Km from site |
| 10 | (D) GSB |
| 11 | Providing and Laying in layers of not more than 200mm in depth RBM/ Nallah Muck/ Tunnel Muck including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from approved source to site of work complete. Finished work to be measured. |
| 12 | (E) WBM G-II |
| 13 | Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid. |
| 14 | (E) Construction of R/B Wall |
| 15 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (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. All kinds of soil : |
| 16 | P/L, of dry stone soling duly hand packed for foundation and backfilling with ramming, dressing, and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete. |
| 17 | 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) complete. |
| 18 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 20 | Providing and Applying of 12mm thick cement plaster in 1:6 mix (1 cement 6 sand) etc complete. |
| 21 | Supplying, stacking and filling of Nallah Muck./ Stones behind R/Walls as backfilling (filter media) including ramming, watering, dressing, compacting and carriage of materials upto site of work complete. |
| 22 | Providing and fixing of 75mm thick PVC type A in R/B/T walls so as to act as weep holes including cutting and placing in position complete as per the directions of Incharge Engineer. |
| 23 | Carriage of Material:- |
| 24 | Stone aggregate for an average lead of 15Kms. |
| 25 | Sand for an average lead of 15Kms |
| 26 | (C) Construction Of Cement Concrete Concrete Drain |
| 27 | 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 :incl. dewatering etc as per the directions of Engineer Incharge complete. |
| 28 | P/L, of dry stone soling duly hand packed for foundation and backfilling with ramming, dressing, and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete. |
| 29 | 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) complete. |
| 30 | 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) complete. |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns etc complete. |
| 32 | Providing and Laying of Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate. |
| 33 | Providing and Applying of 12mm thick cement plaster in 1:6 mix (1 cement 6 sand) etc complete. |
| 34 | Carriage of Material:- Stone aggregate for an average lead of 15Kms. |
| 35 | Sand for an average lead of 15Kms. |
| 36 | (H) Supply/laying of RCC spun pipes to the recorded Cross Slope, Providing proper position, proper jointing incl. aligning/cushioning etc incl. carriage complete. |
| 37 | 48\\" dia RCC pipes |
| 38 | 36\\" dia RCC pipes |
| 39 | 18\\" dia RCC pipes |
| 40 | 12\\" dia RCC pipes |
| 41 | (I) Pavement |
| 42 | Providing laying compacting graded stone aggregate to Wet-Mix Macadam specification incl. premixing the material with water at OMC in mechnical mix plant carriage of mixed material by tipperto site laying in uniform layers with paver in sub-Base/Base course on well prepeard surface and rollingwith vibrator roller to achive the desired density and compacted thickness incl. all loading, un-loading and all carriages upto site of work(75mm compacted thickness) |
| 43 | Providing and applying tack coat using hot straight run bitumen of V-G 10 Grade on the prepared surface and cleaned with hydraulic broom as per technical specification clause 503 of MOST specifications incld. Carriage of materials loading, unloading incld. All taxes involved on account of labour and material incld. cost of bitumen. On WBM surface @0.75kg/sqm. |
| 44 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 mm compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 45 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge incl. carriage. 25mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 46 | Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road incl. all carriage all complete. |
| 47 | Maintenance Cost for 5 Years |
| 48 | 1st Year |
| 49 | 2nd Year |
| 50 | 3rd Year |
| 51 | 4th Year |
| 52 | 5th Year Please Enable Macros to View BoQ information |
