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| 1 | Excavation over area n.exc 1.5m deep and getting out in soft /loose soil complete all as specified. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) complete all as specified. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified. |
| 4 | Removing excavaed material (soil) exc 100m and n.exc. 250m and depositing where directed at a level n exc 1.5m above the starting point. |
| 5 | Demolition of cement concrete or lime concrete (unreinforced) in ground floors and Pavings not exc 15 cm thick (below or above ground level ) and removing the debris outside from defence land complete all as specified and directed . |
| 6 | M&L for providing, cement concrete type B-0 1:2:4 (using 12.5mm graded crushed stone aggregate) in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clearspan, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed |
| 7 | M&L for PCC 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) in copings, kerbs, channels, water trough and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed |
| 8 | M&L for Cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) in foundations, filling and mass-concrete, complete all as specified and as directed. |
| 9 | M&L for 75mm thick PCC in sub base floorin, type D-2 (1:4:8) using 40 mm graded crushed stone aggregate complete all as specified. |
| 10 | M&L for precast reinforcement cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate, in cover slabs( for manholes etc.) chulla hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar (1:6) including providing 5nos 20 mm dia perforations, complete all as specified and directed. (Reinforcement shall be measured and paid separately). |
| 11 | M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. |
| 12 | M&L for TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS (annealed) wire not less than 0.90mm dia complete all as specified and directed. |
| 13 | M&L for brick work with sub class 'B' brick straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified & directed. |
| 14 | M&L for brick work with sub class 'B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 complete all as specified. |
| 15 | M&L for brickwork with sub class B bricks 1:4 cement mortar straight or curved on plan n.exc 6m mean radius including making 100mm dia weep holes (8Nos) for recharge pit/septic tank/soakwell etc complete all as specified. |
| 16 | M&L for half brick work with burnt clay brick work with sub-class 'B' bricks having crushing strength not less than 75 Kg/Sqm, straight or curved on plan exceeding 6 m mean radius with old size bricks built in cement mortar 1:4, complete all as specified and as directed. |
| 17 | Taking down cement plaster of any description and thickness on walls/ceilings etc including racking out joints, hacking for key, scrubbing down with water etc including necessary scaffolding up to four storeys height of bldgs if required and removing of debris out of MoD land complete all as specified and as directed. |
| 18 | M&L for rendering 10mm thick on fair faces of brickwork or cement surface in CM 1:4 finished even & smooth complete all as spd & directed. |
| 19 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work ,concrete surface finished surface even and smooth without using extra cement complete all as specified and as directed. |
| 20 | M&L for extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc, complete all as specified. |
| 21 | M&L for filling of brick bats/brokem bricks of size 40-80 mm in recharge pit, complete all as specified and directed |
| 22 | M&L for filling of stone aggregate of stone grit size 40-50 mm in recharge pit complete all as specified and directed |
| 23 | M&L for filling of stone aggregate of pea gravel size 5 to 10 mm in recharge pit, complete all as specified and directed |
| 24 | M&L for filling of course sand of size 2 to 4mm in recharge pit, complete all as specified and directed |
| 25 | Dismantling expanded metal, any thickness or mesh, fixed with steel or wood fillets, if any N exc 4 kg complete all as specified and directed |
| 26 | M&L for Expanded metal, N exc 4 kg cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members complete all as specified and directed. |
| 27 | S&F MS work as in post and struts in fencing including cutting top to shape as directed, drilling wholes, noching for wire, embeded in concrete etc including all necessary drilling, bolting and welding with existing old structure etc and similar work |
| 28 | M&L preparation of new steel surface of any descripion over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.. |
| 29 | M&L for drilling/boring vertical bores with reverse rotary rig or any other suitable method as per latest engineering technology practice without casing pipe with 202mm dia bit to a depth upto existing water table or 8 to 10m deep (whichever is less) including all necessary work required for boring complete all as specified and directed. Note: (i) depth of boring shall be measured from depth of recharge pit. |
| 30 | M&L for uPVC perforated drainage pipe 200 mm dia placed in bores of recharge pit including putting inverted earthen pot at top, complete all as specified and directed. |
| 31 | M&L for earth filling, spreading and levelling in layers .exc. 25cm thick, well ramming including watering as required complete all as specified and directed. |
| 32 | M&L for reinforced concrete pipes, class NP-2, 150 mm dia laid in trenches and jointed complete with collars, complete all as specified and as directed. |
| 33 | M&L for one coat of synthetic enamel paint over a coat of primer on old concrete surfaces plain or moulded, n.exc 10Cm width or girth when unconnected with other painting or when painted in a diffrent tint, complete all as specified and directed. |
| 34 | M&L for Sand filling under floors or in foundations including watering and consolidation, complete all as specified and as directed. |
| 35 | M&L for Machine pressed precast concrete interlocking paver block of any colour any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment in floors, complete all as specified and directed. |
| 36 | M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick with grey cement and pigment, set, jointed and pointed in neat cement slurry in floors over and including cement mortar 1:4 bedding 20mm thick complete all as specified and directed. |
| 37 | Note:-The accepted amount will be arrived after deducting the Sch of credit i.e. Rs 21,750.00 and any other reduction if any from quoted amount. Please Enable Macros to View BoQ information |
