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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, all as specified anddirected by Engineer-in-charge. |
| 2 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers properly complacted in layers by Vibrator Compactor n exc. 15 cm thick, spread, levelled and rammed including watering Complete all as specified and directed by Engineer-in-charge. |
| 3 | M & L for Hardcore of gauge n exc. 63 mm broken stone or boulders deposited, spread and levelled in layers n exc. 10 cm thick, watered and rammed to a true surface all as specified and directed . |
| 4 | M &L for 15 cm thick (compacted thickness) WBM in two layers, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 5 | M & L for Applying evenly a priming/tack coat with bituminous primer of paving bitumen at10 kg per 10 square metre with bitumen grade VG-10 on WBM surface using mechanical sprayer complete all as specified and as directed. |
| 6 | M&L for premixed bituminous macadam (consolidated thickness 75mm or less) using with 4% binder content (paving bitumen any penetration of Grade VG-30) by weight of total mix, mixed in hot mix plant and laid by using mechanical paver and rolled and compacted to required gradient and camber using 8 to 12 tonne power roller complete all as specified and as directed. |
| 7 | M&L for premix asphaltic semi-dense concrete 40 mm consolidated thickness with 5.5% binder content (paving bitumen any penetration of grade VG-30) by weight of total mix, rolled and compacted to required camber and gradient using 8 to 10 tonne power roller complete all as specified ans directed. |
| 8 | M & L for Applying evenly a priming/tack coat with bituminous primer of paving bitumen at5 kg per 10 square metre with bitumen grade VG-10 on blacktop surface using mechanical sprayer complete all as specified and as directed. |
| 9 | Excavation in trenches n.exc 1.5m wide and 1.5m in depth for foundation etcorfor 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 in hard dense soil all as specified and directed. |
| 10 | Providing and laying at or near ground level factory made kerb stone of Size450X 200X 100 mm of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified by Engr in Charge. |
| 11 | M & L Plain Cement concrete in sub bases/pavings Type D2 1:4:8 (40mm graded aggregate) all as specified and directed. |
| 12 | Returning, filling, in including spreading, levelling well ramming in layers n.exc 25 cm in layers all as specified and directed by Engr-in-Charge |
| 13 | Material and labour for Preparation of road surface and applying thermoplastic reflective paint in marking of minimum 2.5mm thick single coat as in centre line and edge line and marking of 150/100 mm width using \"HOT MARK\" thermoplastic modern panelled road marking machine as directed including all ingradient such as blinder,glass beads Titanium dioxide calcium carbonate inter fillers thermoplastic requirement for glass beads shall be Table No 800.4 of MORTH Specification including spraying of glass beads etc all as per manufacture instructions and as specified and directed. |
| 14 | M&L PCC 1:3:6 type C-2 as in drain etc all as specified and directed by Engr-in-Charge |
| 15 | M&L brick work with sub class `B’ bricks,straight orcurved on plan exc 6m mean radiusbuilt in CM 1:4 all as specified and directed by Engr-in-Charge |
| 16 | M&L, cement concrete type B-0,1:2:4 (20mm graded aggregate) as in coping, ramp including slightly rounded or chamfered angles and throatingall as specified and directed by Engineer-in-Charge |
| 17 | M&L PCC 1:3:6 type C-1 (20mm graded stone aggregate) in surface channels and drains etc all as specified and directed by Engr-in-Charge |
| 18 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement incl forms, moulds, mitered/stopped ends etc. |
| 19 | M&L 15mm thick renderingin CM 1:4 on fair faces of brick work smooth and even without using extra cementcomplete all as specified & directed |
| 20 | M & L for Pre cast reinforced cement concrete 1:2:4 type B-I using 20 mm graded stone agg. As in cover slab of man holes including necessary form work and set in CM 1:4 all as specified and directed. |
| 21 | M & L for TMT bar10mm 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 0.9mm dia or securing with clips complete all as specified and directed. |
| 22 | Removing excavated material n exc 50 m & deposited where directed at a level n.exc 1.5m above the starting point. |
| 23 | M&L for reinforced concrete pipes, class NP2, laid and jointed complete with collar for the 600 mm internal dia of pipes complete all as specified and directed. |
| 24 | M&L for reinforced concrete pipes, class NP2, laid and jointed complete with collar for the 300 mm internal dia of pipes complete all as specified and directed. |
| 25 | M&L for concrete bed in PCC 1:3:6 type C2 (using 40mm graded stone aggregated) to drain pipes including packing under and haunching against the sides of the pipes after laying & testing for 600 mm dia of pipes complete all as specified and directed. |
| 26 | M&L for concrete bed in PCC 1:3:6 type C2 (using 40mm graded stone aggregated) to drain pipes including packing under and haunching against the sides of the pipes after laying & testing for 300 mm dia of pipes complete all as specified and directed. |
| 27 | S& F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 Complete all as specified and directed |
| 28 | M & L for preparation of new steel surfaces of any description over 10 cm in width or girth and applying two coat of synthetic enamel paint over a coat of red oxide paintcomplete all as specified and as directed. |
