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| 1 | ROADBanking excavated earth by mechenical/manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embanmments for roads, flood banks, and guide banks. etc. lead upto 50 m and for all lift: all kinds of soil as per chart DSR 2023 ITEM NO- 2.3.1+3% |
| 2 | Cartage of earth from 8 km including loading unloading (SOR-2025) |
| 3 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density(proctor density). Item no-16.2 DSR 2023 |
| 4 | Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixsing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, as per MORTH specification clause No. 401 complete in all respects. (A.R) |
| 5 | Providing, laying spreading and compaction wet mix macadam (W.M.M) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site laying in uniform layers with paver in sub-base /base cours on well preparsd surface and compacting with vibratory roller to achieve the desired density as per MORTH specification clause 406 Complete in all respects. (A.R) |
| 6 | Providing and applying Premer Coat with bitumen 80/100 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 as per MoRTH specification clause No. 502 complete in all respects. (A.R) |
| 7 | Providing and applying tack Coat 0.30 kg/sqm with bitumen 80/100 using emulsion pressure on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification clause No. 503 complete in all respects. (A.R) |
| 8 | Providing & laying dence graded bituminous macadam (D.G.B.M.) with 100-120 T/H batch type hot mix plant producing on average out put of 75 T/H using crushed aggregated of specified grading 1premixed with 60/70 bituminous binder @ 4.25% by weight of tatal mix and hydrated time filter @ 2% of total weight of aggragates, transperting the hot mix plant material to work site laying with a hydrostatic paver finisher with a sensor control to the required grade, label and alignment rolling with smoth wheeled (8-10T) roller vibrating roller (8T) for inter mediater rolling and finish with tender roller )6-8T) to achieve the desired compaction including supply of all material, labour T&P etc. required for proper completion of the work as MORT & H specification clause 507. (A.R.) |
| 9 | Providing and laying 40mm. Thick bituminous concrete with 100-120 TPH (Tonnes per hour) batch type HMP (Hot Mix plant) producing an average output of 75 tonne per hour using crushed aggregates of grading I,(13 mm nominal size) premixed with bituminous binder of 60/70 @ 5% of weight of mix and hydrated lime filler @ 2% of weight of aggregate, transporting the hot mix to work site, laying with a hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smoth wheeled roller 8-10 tonne for initial break down rolling, vibrator roller 8 tonne for intermediate rolling and finish folling with 608 tonne smooth wheeled tandom roller to achieve the desired compaction and including supply of all material, labour T&P etc. required for proper completion of the work as per clause 508 of MORT & H specification and as per direction of Engineer-in-charge (A.R.) Specification clause 5096. |
| 10 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S (non modular) bricks of class designation 7.5 on both side of the road. item no- 16.7.1 DSR 2023 +3% |
| 11 | DRAINEarth work in excavated by mechenical means (hydraulic excavator)/ manual means in foudation trenches or drains (not exceeding 1.5 m in width of 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Item no-2.8.1 DSR 2023.+3% |
| 12 | Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work (DSR2023./4.1.8+3% |
| 13 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.) DSR 5.37/2013+3%RAFFT |
| 14 | M.S. steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. mild steel and medium tensile steel bars. Item no-5.22.1 DSR 2023+3% |
| 15 | Construction of weep holes with 110 mm dia (OD) RPVC pipe (IS : 4985) (6 kg/sqcm) in the RCC wall at an interval of 1.50 m horizontally & vrtically at the time of casting of wall with all materials labours etc required ofr proper completion of the work. (SOR/2014/56) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2/2023+3%FOUNDATION |
| 17 | SEWERE/W Excavation in Sewer trenches and refill in the same foundation in ordinary soil (loam clay or sand) including Lift up to 1.5 meter (5ft.) and lead up to 30m (100 ft.) and including filling, watering and raming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 350 mm (100 ft) from the foundation trenches UP JAL NIGAM (AR) 0.00-1.50M |
| 18 | 1.50-3.00M |
| 19 | S/C/L/Jointing of following dia. RCC NP-3 pipe S&S tipe ISI Mark in site of work loring the same into tranches in following depth in true alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe (A.R.) 350MM NP-31.50-3.00M BGL |
| 20 | 450 MM DIA NP-3 1.50-3.00M BGL |
| 21 | 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) item no-4.1.8 DSR 2023+3% |
| 22 | Construction of RCC Circular M H 1.50 M DIA AS PER DESIGNE & drawing and specification 4.70 m depth |
| 23 | Addition/ Deduction of cicular M H 1.52 M dia shaft Please Enable Macros to View BoQ information |
