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| 1 | M&L for Excavating soft/loose soil in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. |
| 2 | M&L for Excavating soft/loose soil in trenches exc 1.5 m wide and n exc 3 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc and getting out complete all as specified and as directed. |
| 3 | Removing excavated material n'exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft and loose soil complete all as specified and as directed |
| 5 | M&L for drilling and rimming pilot hole upto 500mm dia bore from ground level in alluvial soil upto 105 M (± 10 M) using RR bit by rotary method including removal of surplus soil to distance n.exc 50 M complete all as specified and as directed |
| 6 | M&L for packing pea gravel 5 to 8mm size and natural shape brought direct from river bank/bed and packing around casing pipe to entire depth upto ground level complete all as specified and as directed |
| 7 | Supply and lowering, jointing and fixing in position borehole drilled of 150mm nominal dia PVC pipe (grade 10 Kg/Cm2) blank, ISI marked, with well cap with socket on the top of each bore and well plug at the bottom of bore complete all as specified and directed. |
| 8 | Supply and lowering, jointing and fixing 150mm nominal dia PVC pipe (grade 10 Kg/Cm2) duly slotted/ribbed with slot size 1.5mmX 76 mm in position of drilled borehole, ISI marked, with socket on the top of each bore, complete all as specified and directed. |
| 9 | Supply and lowering, jointing and fixing in position of 150mm nominal dia PVC bail plug, ISI marked, complete all as specified and as directed |
| 10 | M&L for washing the bore with compressed air for well development (pressure not less than 250 PSI & 400 cuft per minute capacity ) to improve porosity till clear water is achieved and taking out all the sedimentation silt,deposited at a distance exc 50m, complete all as specified and as directed. |
| 11 | M&L for pebbles of size 25mm to 40mm size, complete all as specified and as directed |
| 12 | M&L for pebbles of size 8mm to 15mm size, complete all as specified and as directed |
| 13 | M&L for pebbles/stone aggregate of size exceeding 0.63mm but n.exc 100mm in size, complete all as specified and as directed |
| 14 | M&L for Sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed |
| 15 | M&L for brick work with sub class 'B' brick with old size bricks straight or curved on plan exceedind 6m mean radius built in CM (1:6) complete all as specified and as directed. |
| 16 | M&L for PCC (1:3:6) type C-2 using 40mm stone agg as in foundation filling or mass concrete etc complete all as specified and as directed |
| 17 | M&L for PCC (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) as in surface channel and drain finished surface even & fair complete all as specified and as directed |
| 18 | M&L for 15mm thick rendering in CM 1:4 on fair faces of brick work, surfaces finished even and fair without using extra cement complete all as specified and directed |
| 19 | M&L for preparation of new plastered surface of wall and applying two coats of cement base paint over a coat of primer including balance area complete removal complete all as specified and as directed |
| 20 | M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping, benching, bed block, cills like including weathering and slightly rounded etc including form work complete all as specified and as directed |
| 21 | M&L for Extra for forming fair finished drain or channel 30cm inner girth in cement concrete with using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and as directed. (inner girth only measured) |
| 22 | Add or deduct from item No. 21 for each 25mm girth or part thereof over or under 30cm inner girth complete all as specified and as directed (inner girth only measured) |
| 23 | Excavation in road/path/hard standing as per the authorized width for taking out/laying/cleaning/repairing of CI/GI/RCC hume pipe lines all as directed including making good the road cut to match with the existing surface either with bituminous macadam or with PCC 1:2:4, type B-2(using 40mm graded crushed stone aggregate) complete all as specified and as directed |
| 24 | M&L for 450mm dia Reinforced concrete pipes, Class NP-3 laid in trenches and jointed with collars complete all as specified & as directed. |
| 25 | M&L for Concrete bed to 450mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested with cement concrete (1:3:6) type C-2 complete all as specified and as directed |
| 26 | M&L for precast cement concrete 1:2:4 type C1 using 20 mm graded stone aggreagate as in landing , cover slab (for drain, manholes etc) chulla hoods, chajjas, water through, mangers shelves ansd similar articles complete all as specifeid and directed. |
| 27 | M&L for Mild steel TMT bars 6 mm dia and over, upto and including 10mm dia,cut to length, bent to shape required, including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and as directed. |
| 28 | Schedule of Credit (MINUS) Rs. 0.00 B/F from Serial Page No. [Note : Details of items for schedule of credit is given on Srl Page No. _____] This amount shall be automatically deducted to arrive at tendered sum Please Enable Macros to View BoQ information |
