| 1 | 1 | Exavation over area not exc. 1.5mtr deep and getting out in soft/loose soil completed as all specified and directed at site. | | 60 | Cum |
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| 2 | 2 | Exavation over area not 1.5 mtr n exc 3.0 mtr deep and getting out in soft/loose soil completed as all specified and directed at site. | | 55 | Cum |
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| 3 | 3 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in soft/loose soil etc. including trimming bottom and sides of trenches, leveling/ grading and ramming bottom of excavation complete all as specified and directed. | | 220 | Cum |
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| 4 | 4 | Excavation in trenches n exceeding 1.5 m wide and exceeding 1.5 m in depth but not exceeding 3.mtr depth and getting out in soft/loose soil etc. including trimming bottom and sides of trenches, leveling/ grading and ramming bottom of excavation complete all as specified and directed. | | 10 | Cum |
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| 5 | 5 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft/loose soil complete all as specified and directed. | | 184 | Cum |
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| 6 | 6 | Removing surplus excavated soil to a distance n.exc 50 meter and depositing where directed at leveln.exc 1.50 m above the starting point complete all as specified and directed. | | 358 | Cum |
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| 7 | 7 | Taking down cement or cement lime plaster of any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed. | | 15 | Sqm |
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| 8 | 8 | Demolition of old decayed / damaged brick work in cement or cement lime mortar and in any condition including removal of same complete all as specified and directed. | | 6 | Cum |
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| 9 | 9 | Demolition and breaking up 150mm dia drain pipes (saltglazed, stoneware , AC or reinforced concrete) drain pipe, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed. | | 170 | RM |
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| 10 | 10 | M&L for concrete bed for 150 mm bore pipe in PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) to drain pipes including packing under, haunching against the sides of pipes after they are laid and tested complete all as specified and directed. | | 170 | RM |
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| 11 | 11 | S & F ultra plus PE, DWC ( Double Wall corrugated ) pipes confirming IS-16098 Part - 2 : 2013 pertaining structured wall plastics pining system for Non - pressure drainage and sewerage 150 mm bore pipe and fittings with non smooth surface, type B complete all as specified and directed. | | 170 | RM |
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| 12 | 12 | Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed. | | 50 | RM |
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| 13 | 13 | M&L for 110mm bore, PVC (SWR) pipes, single socketed, in any length, with rubber ring joints fixed on walls with and including clamps fixed to wall properly including fixing of pipe with PCC (1:2:4) complete all as specified & directed. | | 31 | RM |
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| 14 | 14 | M&L for 75mm bore, PVC (SWR) pipes, single socketed, in any length, with rubber ring joints,laid in trenches or in floors complete all as specified & directed. | | 19 | RM |
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| 15 | 15 | M&L PVC (SWR) bend any radius 110mm dia complete all as specified and directed. | | 15 | Each |
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| 16 | 16 | M&L PVC (SWR) bend any radius 75mm dia complete all as specified and directed. | | 8 | Each |
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| 17 | 17 | M&L PVC(SWR) Tee any radius 110mm dia complete all as specified and directed. | | 20 | Each |
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| 18 | 18 | M&L PVC(SWR) Vent cowl 110mm dia complete all as specified and directed. | | 3 | Each |
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| 19 | 19 | S&F 110mm dia Branch piece, single (equal or unequal), ordinary or inverted, spigot or socket type or with parallel branches complete all as specified and directed. | | 3 | Each |
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| 20 | 20 | M&L for brick work with sub class \"B\" bricks straight or curved on plan exceeding 6 mtr mean radius and built in CM 1:4 complete all as specified and directed. | | 12 | Cum |
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| 21 | 21 | Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs n.exc. 200mm thick in rough finished surfaces etccomplete all as specified and directed. | | 49 | Sqm |
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| 22 | 22 | M&L for RCC (1:1.5:3) type A-1 using 20mm graded stone aggregate as in slabs supported on walls beams and columns etc complete all as specified and directed. | | 6 | Cum |
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| 23 | 23 | M&L for RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in precast manhole / septic tanks covers including necessary form work and setting in CM 1:4 complete all as specified and directed. | | 4 | Cum |
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| 24 | 24 | M&L for mild steel deformed bars 6-8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia. or securing with clips complete all as specified and directed. | | 210 | Kg |
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| 25 | 25 | M&L for rendering 15 mm thick in CM 1:4 on any faces brick work including finishing the surface fair and smooth without using extra cement with mixing of water proofing compound complete all as specified and directed. Note:- WPC shall be measured and paid separately. | | 180 | Sqm |
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| 26 | 26 | M&L for providing PCC (1:3:6) type C-1 (using 20 mm graded stone aggregate) as in coping of manholes and similar work complete all as specified and directed. | | 0.6 | Cum |
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| 27 | 27 | M&L for PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation bed of manhole, mass concrete etc complete all as specified and directed. | | 9.2 | Cum |
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| 28 | 28 | M&L for PCC (1:2:4) type B-1(using 20 mm graded stone aggregate) as in channels benching of manhole, laid to shape and slope, surfaces finished even and smooth using extra cement including necessary form work etc complete all as specified and directed. | | 3.3 | Cum |
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| 29 | 29 | Cutting into exisiting manholes 150mm dia for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required complete all as specified and directed. | | 5 | Each |
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| 30 | 30 | M&L for brick work with sub class 'B' bricks in one brick thick honey com walling built in CM (1:4) complete all as directed at site. | | 12 | Sqm |
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| 31 | 31 | M&L for filling of brick bats in soak well laid dry complete all as specified and directed. | | 6 | Cum |
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| 32 | 32 | Supply only integral water proofing compound complete all as specified and directed. | | 35 | Kg |
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| 33 | 33 | M&L for brick work with sub class \"B\" bricks straight or curved on plan exceeding 6 mtr mean radius and built in CM 1:6 complete all as specified and directed. | | 9 | Cum |
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| 34 | 34 | M&L for mild steel deformed bars 10 mm 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 mild steel wire (annealed) not less than 0.90 mm dia. or securing with clips complete all as specified and directed. | | 250 | Kg |
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| 35 | 35 | M&L for providing PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in coping of manholes and similar work complete all as specified and directed. | | 0.25 | Cum |
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| 36 | 36 | M&L salt-glazed stoneware 150 mm dia drain pipes laid in trenchess and jointed complete all as specified and directed. | | 230 | RM |
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| 37 | 37 | M&L concrete bed to drain pipe 150mm dia bore including packing under and complete surrounding pipe with cement concrete 1:3:6 type C-2, after they are laid and tested complete all as specified and directed. | | 220 | RM |
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| 38 | 38 | M & L 5 mm thick setting coat in cement mortar 1:2, trowel led to even and smooth complete all as specified and directed. | | 15 | Sqm |
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| 39 | 39 | M&L for brick work with sub class 'B' bricks in one brick thick honey comb walling built in CM (1:4) complete all as specified and as directed at site. | | 95 | Sqm |
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| 40 | 40 | M&L for filling of brick bats in soak well laid dry complete all as specified and as directed. Note:- Stack measurement of brick bat shall be carried out at site before filling in soak well and the same shall be entered in MB. | | 42 | Cum |
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| 41 | 41 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and as directed at site. | | 580 | Sqm |
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| 42 | 42 | M&L 100 mm thick (spread thickness) moorum/red bajri, spreading, rolling and consolidating to gradient and camber required complete all as specified and as directed. | | 3 | 10 Sqm |
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| 43 | 43 | S & F road stud made out of ABS (cat eye) of size 108mm x 100 mmx20mm dynamically designed to bear maximum load, with two highly reflective reflectors moulded in PMMA material are fitted on to the stud for better night time reflection complete all as specified and as directed. | | 18 | Each |
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| 44 | 44 | Rolling and consolidating formation surfaces in cutting with power 8 to 10 tone including filling in hollow and depression which occurs durring rolling complete all as specified and as directed. | | 25 | 10 Sqm |
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| 45 | 45 | M&L for soling (sub base) with broken boulders or quarried stones 150 mm thick spread interstices filled surface formed rolled and consolidated to required gradient and camber complete all as specified and as directed. | | 35 | 10 Sqm |
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| 46 | 46 | M&L for 150 mm thick (compacted thickness) WBM in two layers with broken stones with coarse aggregate of grading I( 90 mm to 40 mm size) spread,rolled and consolidated to gradient and camber required complete all as specified and as directed. | | 35 | 10 Sqm |
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| 47 | 47 | M&L of preparation of unsurfaced WBM surfaces by wire brushing for removing caked mud etc and sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all dirt and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq m and applying premixed bituminous carpet 40 mm thick laid by mechaniclal pavers consolidated thickness with 0.54 cum of stone chipping mixed with 29.2 kg of binder rolled and compacted to required camber and gradient with power roller and premixed sand seal coat with 0.06 cum of sand mixed with 6.8 kg of bitumen applied and rolled to uniform smooth surface with roller complete all as specified and as directed. | | 35 | 10 Sqm |
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| 48 | 48 | M&L for continuous brick edging with width equal to the width of brick, old size bricks with kiln burnt sub class B bricks of compreesive strength not less than 75 Kg/Sqm laid dry on end including necessary earth work complete all as specified and as directed. | | 35 | Rm |
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| 49 | 49 | M&L painting centre line arrow, dashes on road pavement with not exc 10 cm m wide retro reflective thermoplastic road marking materials of approved make by mechanical machine complete all as specified and as directed. | | 200 | Sqm |
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