tender for estimate for various street of uc - d- 01 (part-2) colony (dabwali sirsa road ) in mc dabwali - providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [through rate] 2 [14.1]dressing bed and preparation of sub grade for lining by mechanical/ mannual means [through rate] 3 [17.22.3]water bound macadam gr i 3. water bound macadam grading i with crushable screeningsproviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of mort&h specifications [through rate] 4 [17.23.2]water bound macadam grading - ii 2. water bound macadam (53mm to 22.4 mm)grading ii with screenings type “b” (11.2 mm aggregates) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of mort&h specifications [through rate] 5 [17.5.3]compacting original ground 3. compaction of earthworkcompaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the table 3000-2 as per technical clause 305 of mort&h specifications [through rate] 6 [17.69.3]interlocking concrete block pavement 3. providing and laying 60 mm thick isi marked interlocking paver blocks conforming to is 15658:2006/irc sp 63: 2004 of all shapes and colours in design mix cement m 35 over the bed of 25 mm thick fine sand complete in all respect. [through rate] 7 [2.b0242] b0242. 150 mm dia pvc pipe [rate] 8 [2.rm079] rm079.earth costorcompensation for earth taken from private land [rate] 9 [21.84.3]constructing brick masonry inspection chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement r.c.c. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty c.i. inspection chamber cover and frame weight as per i.s.i. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 3. size 600 mm x900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with r.c.c. slab) [through rate] 10 [3.1.2]by mechanical transport including loading, unloading and stacking2. earth [5km] 11 [6.1.7]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: 7. 1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40 mm nominal size) [through rate] 12 [7.20.1]brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. cement mortar 1:4 (1 cement : 4 coarse sand) [through rate]