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| 1 | Excavating over areas (exceeding 30cm in depth 1.5m width as well as 10sqm on plan) by mechanical means (hydraulic excavator) , n exc 1.5m deep and getting out in all kind of soil including lead upto 50m and lift upto 1.5m all as directed by Engineer In Charge. |
| 2 | Ditto above but Excavating over areas, exc 1.5m and not exc 3.0m deep and getting out in all kind of soil. |
| 3 | Excavating in trenches, n exc 1.5 m wide in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m and n exc 3 in depth and getting out in soft/ loose soil. |
| 4 | Excavating in trenches, n exc 1.5 m wide for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 3 m and n exc 4.5 in depth and getting out in soft/ loose soil. |
| 5 | Earth work excavation by mechanical means (hydraulic excavator) in foundation trenches or drain (n exc 1.5m width or 10sqm on plan), n exc 1.5m deep and getting out in all kind of soil including lead upto 50m and lift upto 1.5m all as directed by Engineer In Charge. |
| 6 | Boring holes 200mm dia 2m depth in soil for perforated pvc pipe upto 8m depth and getting out and disposal of spoil to a distance of n exc. 50m |
| 7 | M&L For PCC 1:4:8 type D2 in foundations, filling and mass concret |
| 8 | M& L for Brickwork with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 |
| 9 | M& L for coping with PCC 1:3:6 Type C1 using 20 mm graded aggregate. |
| 10 | Rendering 15 mm thick in cm 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) |
| 11 | Formwork to sides of beams curved fair finished surfaces |
| 12 | TMT steel bars 10mm dia and over cut to length, bent to shape required incl cranking , bending spirally for hooping and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
| 13 | TMT steel bars 6 to 8mm dia and over cut to length, bent to shape required incl cranking , bending spirally for hooping and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
| 14 | TMT steel bars 6 to 8mm dia in stirrups incl cut to length, bent to shape required incl cranking , bending spirally for hooping and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
| 15 | Reinforced cement concrete (Nominal mix) type B1 1:2:4 using 20mm graded aggregate in beams and similar band etc. |
| 16 | Precast cement concrete type B1 1:2:4 (using 20mm graded aggregate) in cover slabs (for man holes etc.) with plain faces and setting in cement mortar 1:4 complete all as specified |
| 17 | Precast cement concrete type B1 1:2:4 (using 20mm graded aggregate) Ditto, in lintels upto 1.5m clear span, 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, and the like includingweathering, slightly rounded or chamfered angles and throating, as directed |
| 18 | Rolled mild steel in fencing post, Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. |
| 19 | M&L preparation new steel surfaces and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed |
| 20 | S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 21 | M&L laying UPVC Pipes perforated 200mm dia complete all as specified |
| 22 | M&L broken bricks of nominal size 63mm filling as filter media all as specified and directed. |
| 23 | Loose filling with brocken stone of gauge 40 to 800 mm in soakage pits, soakage wells and similar works |
| 24 | Loose filling with Pea gravel 10mm size |
| 25 | Loose filling with coarse sand |
| 26 | M&L for cement concrete type C1, 1:3:6 (using 20mm aggregate as in plinth protection complete all as specified |
| 27 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft or loose soil. |
| 28 | Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5m above the starting point. |
| 29 | M&L for Reinforced concrete pipes 600 mm bore , class NP 3 one coller per length of pipe. |
| 30 | M&L for preparation of new plastered surface of wall and applying two coats of cement base paint all as specified and directed |
| 31 | Extra for forming fair finished drain or channel 450 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc |
| 32 | Note:- The contract sum arrived after deduction of amount of Sch of credit as listed in tender Documents. Please Enable Macros to View BoQ information |