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| 1 | Demolition of cement concrete in ground floors and pavings of any description and in any position complete all as specified and directed by Engr-in-Charge. |
| 2 | Removing demolished material out side of defence land upto a distance exceeding 1.5 KM but n exc 5.0 KM complete all as specified and directed by Engr-in-Charge. |
| 3 | Material and labour Hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed by Engr-in-Charge. |
| 4 | Material and labour for 100 mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in hard standing floor complete all as specified and directed by Engr-in-Charge. |
| 5 | Finishing surface of concrete by brooming with brooms whilst concrete is green complete all as specified and directed by Engr-in-Charge |
| 6 | Cutting groves 10mm wide into concrete surfaces complete all as specified and directed by Engr-in-Charge. |
| 7 | Material and labour for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade 'B' complete all as specified and directed by Engr-in-Charge. |
| 8 | Material and labour for 100 mm thick, PCC (1:4:8) type B-2 using 40 mm graded crushed stone aggregates as in sub base complete all as specified and directed by Engr-in-Charge. |
| 9 | Material and labour for sand cushioning under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge. |
| 10 | Material and labour for 60 mm thick machine pressed precast concrete interlocking paver block any shape and size M-35 grade with grey cement and no pigment confirming to IS 15658-2006 complete all as specified and directed by Engr-in-Charge. |
| 11 | Material and labour for 80 mm thick machine pressed precast concrete interlocking paver block any shape and size M-40 grade with grey cement and pigment confirming to IS 15658-2006 complete all as specified and directed by Engr-in-Charge. |
| 12 | Material and labour for PVC moulded vibratory system chequered cement concrete tiles with grey cement and pigments 30 cm x 30 cm x25 mm thick, set jointed and pointed in neat cement slurry to be laid over screed bed including screed bed or bedding layer of mortar 20mm thick average thickness for laying floor finishes in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge. |
| 13 | M & L for plain cement concrete 1:2:4 nominal mix, type B-0 (using 12.5mm graded crushed stone aggregateds) for kerbs stone rounded or chamfered on edges, complete all as specified and directed. |
| 14 | Excavating over areas, n exc 1.5 m deep and getting out soft /loose soil, complete all as specified and directed. |
| 15 | Plain Cement Concrete Type D-2 1:4:8 (using 40 mm graded crushed stone aggregate) in foundations, filling and mass concrete complete all as specified & directed by Engineer-incharge |
| 16 | Demolition of brick work built in cement mortar etc., complete all as specified and directed by Engr-in-Charge. |
| 17 | M& L for brick work with sub class 'B' brick straight or curved on plan built in Cement Mortar 1:4 complete all as specified and directed by Engr-in-Charge. |
| 18 | M & L for brick work with sub class 'B' brick straight or curved on plan built in Cement Mortar 1:4 but except brick complete all as specified and directed by Engr-in-Charge. |
| 19 | Brick work with sub class 'B' brick in brick edge-on-edge walls(less than 1/2 brick thick) built in Cement Mortar 1:3 complete all as specified and directed by Engr-in-Charge. |
| 20 | Material and labour for PCC 1:2:4 type B-1 Using 20mm graded crushed stone aggregate as in surface channels and drains complete all as directed by Engr-in-Charge. |
| 21 | M&L for 50 mm thick PCC 1:3:6 type C-1 using 20mm graded stone aggregate in coping. complete all as specified and directed. |
| 22 | Providing, precast reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in cover slabs of drain landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 including necessary formwork complete all as specified and directed by Engr-in-Charge. |
| 23 | TMT bars 10mm dia and over cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge. |
| 24 | M&L Returning filling in including spreading, levelling, watering and well ramming in layer not exceeding 25 cm thick for soft/ loose soil, complete all as specified and directed. |
| 25 | M&L Removing excavated meterial exc 250 m and n exc 500m depositing where directed, complete all as specified and directed. |
| 26 | Taking down cement of cement lime plaster of any description on brick or stone walls etc including ranking out joints hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge. |
| 27 | M&L for rendering 15 mm thick on Brick masonry surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar 1:4 and finished smooth and even without using extra cement concrete complete all as specified & directed by Engineer-incharge. |
| 28 | Material and Labour for bed to drain pipes including packing under, and hunching in PCC 1:3:6 type C2 using 40 mm graded aggregate against the side of RCC pipes after they are laid and tested for 600mm dia bore pipe complete all as specified and directed by Engr-in-charge. |
| 29 | M & L for Reinforced concrete pipes, 600 mm class NP 3 with one collar per length of pipe completes all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
