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| 1 | Providing and fixing of C.I. Nakkas comp in all respect as per current market rates (Alfa wall) as per PWD specifications completed in all respect to the satisfaction to the Engineer in charge @ Rs. per nos. |
| 2 | Credit of old bricks and bats |
| 3 | Supply, carriage and fixing of R.C.C panels of requisite size as per approved design drawing and P.W.D. Specifications (30` x 30`) |
| 4 | Supply, carriage and fixing of R.C.C lids Dia 24` |
| 5 | Civil Work |
| 6 | HSR Item 4.12.1-Earth work in excavation by mechanicalmeans (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqmon plan) including getting out and disposal of excavated earthlead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soilHSR Rate(Rs.) 78.00 Through Rate |
| 7 | HSR Item [6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 3. Cold twisted barsHSR Rate(Rs.) 61.00 Through Rate |
| 8 | HSR Item 21.95.5-Providing lowering cutting jointing andtesting RCC pipe class NP3 as per IS-458-2003 with spigotand socketed joints manufactured with ISI marked sulphateresistance cement as per ISI 12330 with rubber rings ISImarked antiternmite as required at site in to trenches for alldepths and laying out the same to correct alignment gradientsand levels including dressing and trimming and cutting ofconcrete beds and side of trenches, if required jointing withrubber rings in trenches and jointing with 1:3/2 cement sandmortar and with end dowels filled with 1:3/2 cement sandmortar and finishing the joints at an angle of 45 degree withfaces of spigot of socket joints cutting and finishing the cutsurface to a uniform finish etc. as fully described in item No.21.38, item 21.44, item 21.45, and item 21.46 includingcartage loading and unloading complete in all respects. theinternal diametric of the sewer being: 5. 600 mmHSR Rate(Rs.) 2258.00 Through Rate |
| 9 | HSR Item 6.1.6-Providing and laying in position cementconcrete of specified grade excluding the cost of centeringand shuttering - All work below plinth level and up to Floor IVlevel: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 gradedstone aggregate 40 mm nominal size)HSR Rate(Rs.) 2442.00 Through Rate |
| 10 | HSR Item 5.23.2-Demolishing cement concrete manually/ bymechanical means including disposal of material within 50metres lead as per direction of Engineer - in - charge. 2.Nominal concrete 1:2:4 or leaner mix (i/c equivalent designmix)HSR Rate(Rs.) 1149.00 Through Rate |
| 11 | HSR Item 5.7.4-Demolishing brick work manually/ bymechanical means including stacking of serviceable materialand disposal of unserviceable material within 50 metres leadas per direction of Engineer-in-charge. 4. In cement mortarHSR Rate(Rs.) 585.00 Through Rate |
| 12 | HSR Item 7.21.1-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation andplinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) HSR Rate(Rs.) 3693.00 Through Rate |
| 13 | [11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) HSR Rate (Rs.) 86.00 Through Rate |
| 14 | [4.16.1.3]Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 : 1.3. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm HSR Rate (Rs.) 86.00 Through Rate |
| 15 | [4.17]Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). HSR Rate (Rs.) 3.00 Through Rate |
| 16 | HSR Item 20.62.8-Providing, lowering, laying, cutting (cutsurface to be uniformly finished), jointing with rubber ringsmarked with IS : 5382 and testing of SPIGOT ANDSOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 andspecials into trenches for all depths including carriage,loading, unloading, stacking, handling, re-handling etc.complete is all respects to the satisfaction to the Engineer - in-charge. 8. 600 mm i/dHSR Rate(Rs.) 984.00 Through Rate |
| 17 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge HSR Rate (Rs.) 298.00 Through Rate |
| 18 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) HSR Rate (Rs.) 3476.00 Through Rate |
| 19 | [6.44]Providing, hoisting and fixing up to floor four level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor four level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). HSR Rate (Rs.) 5081.00 Through Rate Please Enable Macros to View BoQ information |
