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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil DSR 2.6.1 /2023 0.00 to 1.5M depth |
| 2 | Cleaning and de-silting of fully chocked and silted old sewers by manual labour and by Sewer cleaning machine including removal of sludge, slush, sewage Morrum, Kankar shingle etc. and disposal of sludge/slush etc. from the site to dumping place beyond municipal limit upto 8.00km including supply of all labour T&P and Cost/Rent of running maintenance of pumps and equipments etc. for proper completion etc. of works old and new sewer line. 300mm dia and above (Rate based on NIT No. 161/Nivida/02 dated 29.01.2021 UP Jal Nigam |
| 3 | Post rehabilitation colour CCTV video inspection of sewer using CCTV equipment having pan, tilt and zoom facility and submitting three sets of hard copies and one set of soft copy of CCTV CDs/DVDsinclusive of colour photographs extracted at every 10m interval printed off as specified C.B.NO-2707/MDA/EE2022 |
| 4 | Providing and fixing in position pre-cast RCC manhole cover circular shape 560 mm internal dia and frame of required shape and approved quality.(EHD - 35) DSR19.19.4.1/2023(RATE-2123.80) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023 5.1.2 |
| 6 | Brick work with class 150 bricks of designation 15 in foundation and plinth in: cement mortar 1:4(1 cement :4 coarse sand )(as per DAR) OR DSR S.I NO. 6.1.1/2023 (Rate 7846.30) |
| 7 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plasterDSR/2023(RATE-13.9.2) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more DSR 5.22A.6(RATE-107.85/KG) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of formfor Suspended floors, roofs, landings, balconies and access platform dsr 2023/ 5.9.3 |
| 10 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes, cables etc. Pipes, cables exceeding 300 mm dia but not exceeding 600 mm diadsr2023/2.10.1.3(rate-549.75) |
| 11 | Providing and laying non-pressure NP3 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand including testing of joints etc. complete :300 mm dia. R.C.C. pipe DSR2023/19.6.4(RATE-994.30) |
| 12 | 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 DSR 4.1.8/2023 |
| 13 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top and depth 1.50 m with cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR2023/(RATE-12725.00) |
| 14 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR2023/(RATE-7591.80) |
| 15 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR2023/(RATE-24702.75) Please Enable Macros to View BoQ information |
