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| 1 | Demolition of precast concrete paver block/chequered tiles including concrete sub base and removing the debris outside the MOD land complete all as specified and directed. |
| 2 | Material and labour for PCC (1:4:8 ), Type D2, using 40mm graded mechanically crushed stone aggregates as in foundations, sub base and filling mass concrete, complete all as specified and directed. |
| 3 | Material and labour for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 4 | Material and labour for 80 mm thick, M-40 grade machine pressed precast interlocking concrete coloured (Red/yellow) paver block in any shape and size with grey cement and pigment as approved by GE confirming to IS 15658-2006 complete all as specified and directed. |
| 5 | Labour only for laying 80 mm thick, M-40 grade machine pressed precast interlocking concrete coloured (Red/yellow) paver block in any shape and size with and including grey cement and pigment confirming to IS 15658-2006 complete all as specified and directed. |
| 6 | Material and labour for providing cement concrete (1:2:4 type B-1) (using 20 mm graded stone aggregate) as in copping/ roof kerbs or mud stops, rounded or chamfered edges, including form work complete all as specified and directed. |
| 7 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in hard and dense soil complete all as specified and directed. |
| 8 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in hard rock complete all as specified and directed. |
| 9 | Excavation in trenches n. exc. 1.5m wide and exc. 1.5 m depth but n. exc. 3.00m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in hard and dense soil complete all as specified and directed. |
| 10 | Excavation in trenches n. exc. 1.5m wide and exc. 1.5 m depth but n. exc. 3.00m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in hard rock complete all as specified and as directed. |
| 11 | Excavation over area not exceeding 1.5 mtr depth in hard/ dense soil and getting out complete all as specified and as directed. |
| 12 | Excavation over area not exceeding 1.5 mtr depth in hard rock and getting out complete all as specified and as directed. |
| 13 | Excavation over area exc. 1.5 mtr but n exc 3.0 mtr deep in hard rock and getting out complete all as specified and as directed. |
| 14 | Returning, filling in, including spreading, watering and well ramming in layers n.exc 25 cm thick using hard/dense soils complete all as specified and directed. |
| 15 | Removing excavated material exc. 1.5 km but n exc. 5.00 km and depositing where directed complete all as specified and directed. |
| 16 | Supply and fixing of 200 mm bore (inner dia) double wall corrugated HDPE pipes (SN8) in any length including all fittings and jointings with elastomeric rubber rings and couplers / other jointing materials as per Manufacturer's Instructions laid in trenches or in floors complete, all as specified and directed by Engineer-in-Charge. |
| 17 | Supply and fixing of 300 mm bore (inner dia) double wall corrugated HDPE pipes (SN8) in any length including all fittings and jointings with elastomeric rubber rings and couplers / other jointing materials as per Manufacturer's Instructions laid in trenches or in floors complete, all as specified and directed by Engineer-in-Charge. |
| 18 | Material and labour for 150 mm thick concrete bed PCC 1:4:8 Type D2 (Using 40mm graded aggregate) to drain pipes 200 mm dia including packing under and haunching against the side of pipes after they are laid and tested in complete all as specified and directed. |
| 19 | All as per item No.18.00 here-in-before but 300 mm dia/bore complete all as specified and directed. |
| 20 | Material and labour for brick work with sub class 'B' bricks for straight or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified and directed . |
| 21 | Demolition of brick work masonry built in CM incl all square, arches, pillars etc but excluding ashlars facing dressed stone work and pre-cast concrete articles complete all as specified and directed. |
| 22 | Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 23 | Demolition of cement concrete (reinforced) in ground floors and paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 24 | Demolition and breaking up drain pipes of internal dia / bore of pipe 200mm (Salt glazed ware, AC or Reinforced concrete) set in cement mortar including haunching in any description and disposed from MOD land complete all as specified and directed by the Engineer-in-Charge. |
| 25 | All as per item No. 24.00 here-in-before but internal dia / bore of pipe 300 mm complete all as specified and directed. |
| 26 | Material and labour for 15mm thick rendering cement plaster in CM 1:4 on fair faces of brick work finished even and smooth surface with mixing of WPC @3% without cement complete all as specified and directed. (Note:- WPC shall be measured and paid separately). |
| 27 | Material and labour for 15 mm thick cement plaster in cement mortar 1:6 on brick surfaces on fair face of brick work and finished even and smooth without using extra cement complete all as specified and directed. |
| 28 | Material and labour for mild steel TMT bars 10 mm dia and over as reinforcement for concrete, cut to length, bent to shape required for manhole cover, handles and rungs etc, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 29 | Material and labour for providing precast reinforced cement concrete in landing, cover slabs (for manholes etc) shelves & similar work type B-1 1:2:4 using 20 mm graded aggregate 1 set in CM 1:4 complete all as specified and directed. |
| 30 | Material and labour RCC type B1 (1:2:4) using 20 mm graded aggregate in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 31 | Formwork to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work including attached pilasters, buttresses, etc.; vertical or to better Rough finished surfaces of concrete flat complete all as specified and directed. |
| 32 | Material and labour Rendering cement plaster 5mm thick on fair faces of brick work or concrete surfaces in CM (1:3) on wall complete all as specified and directed. |
| 33 | Cleaning of all blockage of water closet, gully/Nahani traps ,floor traps, complete soil,waste and vent pipes etc in any situation getting out sludge or any other materials and make complete line functional including cleaning of first manholes of any size / depth by flushing with water including loading and removing sludge /organic material in covered transport and disposing the same outside MOD land complete all as specified as and directed by Engr-in-charge. |
| 34 | Cleaning of all blockage of manholes by any mean(Manually or mechanically) in any situation getting out sludge or any other materials from manholes of any size and depth n.exc 1.5 m, cleaning the manhole by flushing with water including loading and removing the taken out sludge /organic material in covered transport and disposing the same out side MOD land complete all as specified and directed. |
| 35 | All as per item No 34.00 here-in-before but depth of manhole exceeding 1.50 m and not exc 3.00m complete all as spfd and directed by Engr-in-charge. |
| 36 | Material and labour for cutting of road upto the depth of 1.5 Mtr and width not more than 1.00 mtr and repair the same with 40 mm thick SDAC with 5.5% (min) binder content of VG-30 by weight of total mix with tack coat over 150 mm hard core of broken stone of gauge n exc 63 mm over rammed earth etc complete all as directed by Engr-in-Charge. |
| 37 | Supply only integral water proofing compound complete all as specified and directed. |
| 38 | Cleaning and removal of under ground blocked sewer line at any depth, any type and size upto any dia bore of sewer line in between manholes and making the line in working condition by Mechanically used water fitting Hydraulic pressure sewer sucker machine/ capacity min 5000 lit , removing all sludge and solid, semi-solid, sludge and water or any shape from sewer line and manholes by blocking the line from one manhole to other manholes and cleaning the line by flushing with water including loading and removing the taken out sludge/organic material in covered transport and disposing the same out side MOD land complete all as specified and directed. Note- Rate include all mobilisation of machine ,labour, Operator, helper reqd to clean the machine, T &P and other minor charges for 08 working Hrs). Please Enable Macros to View BoQ information |
