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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 min width or 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. DSR 2023/2.8.1 (Rate 260.30) |
| 2 | 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) 4.1.8 (RATE-6812.00) |
| 3 | P/L nonpressure NP2 class 250mm dia R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of (1:2):/19.6.3/ DSR 2023(rate-899.80) |
| 4 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR 2023/18.34.1)(rate-18896.70) |
| 5 | providing 110mm dia pvc pipe 6kg/cm2 ISI mark with coupler laying jointing cutting and testing etc . Complete of 110mm dia PVC pipe line including all laboures T&P etc complete with all fitting .(nagar nigam rate) analysis attach . |
| 6 | providing 160mm dia pvc pipe 6kg/cm2 ISI mark with coupler laying jointing cutting and testing etc . Complete of 110mm dia PVC pipe line including all laboures T&P etc complete with all fitting .(nagar nigam rate) analysis attach . |
| 7 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of equired shape and approved quality Circular shape 560 mm internal dia 19.19.4.1/2023(rate-2123.80) |
| 8 | 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 |
| 9 | Brick work with class 150 bricks of designation 15 in superstructure above plinth level up to floor 5th level in all shapes and sizes in :cement mortar 1:4(1 cement :4 coarse sand )(as per DAR) OR DSR S.I NO. 6.4.1/2023 |
| 10 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources DSR 4.2.3/2023(rate-9895.20) |
| 11 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) DSR 2023 13.4.1 (RATE-357.35) |
| 12 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (Rate 160.60) |
| 13 | 40 mm thick fine dressed stone flooring over 20mm (average) thick base of cement mortar 1\\"5 (1 cement: 5 corse sand ) with joints finished flush, red sand stone 11.28.1 DSR2023(rate-1280.10) |
| 14 | earth work in cutting or filling in ordinary soil loam clay or sand including 1.5 mtr lift &lead upto 8 km including part of earth cartage royality all complete as per direction pg enginner incharge. DSR 2023/2.6+CARTAGE +LAND COST |
| 15 | Construction of Granular Sub-Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compacted of work. as direted by Engineering in incharge. stone ballast granullar 53mm to 26.50mm @27.56%,26.5 to 9.5 mm @22.5%,9.5 to 4.75 mm @10%,4.75 mm below @mm below @40% all complete. |
| 16 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.. DSR 2023 16.91.2 (RATE-1091.50) |
| 17 | Supply & fixing of RCC benchs Sopha modle. PRE APPROVED RATE C.B NO -C.B No :- 2845/MDA/EE/2024 |
| 18 | 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 nominalsize derived from natural sources) DSR2023/5.1.2(RATE-9045.75) |
| 19 | 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 Please Enable Macros to View BoQ information |
