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| 1 | Excavating in trenchs, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in any type of soil complete all as specified and directed. |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in in any type of soilsoil complete all as specified and directed |
| 3 | Removing excavated soil material to a distance n exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and directed |
| 4 | M&L forhard core broken to stone or boulders gauge n exc 63 mm filling in under floors or pavings complete all as specified and directed. |
| 5 | M&L forPCC 1:4:8 (Type D2) using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 6 | Demolition of Brickwork or stone/ boulder masonry, built in Cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework complete all as specified and directed. |
| 7 | Demolition of Brickwork or stone/ boulder masonry, built in Cement mortar including all quoins, arches, pillars, etc, ashlar facings, dressed stonework and precast concrete articles and concrete block walling complete all as specified and directed. |
| 8 | M &LforSquared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built inCM 1:6built in Cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stoneworkcomplete all as specified and directed. |
| 9 | M &L forSquared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built inCM 1:6 except stone complete all as specified and directed. |
| 10 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face bedsand joints as specified to squared rubble walling Jodhpur type brought up to courses all as specified. |
| 11 | M & L for precast cement concrete solid block masonry exc 10cm in width and setting in CM 1:6 type C1, 1:3:6 all as specified. |
| 12 | M &L forBoulder pitching, hand packed tightly, as in apron bunds laid dry complete all as specified and directed |
| 13 | M& L for Providing type B0 (1:2:4) (12.5mm graded aggregate) precast ce- ment concrete in win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings.kneelers, apex stones, pier caps,columns, posts, boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), withplain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar with joints to match and set in CM 1:4.complete all as specified and directed |
| 14 | Dismantling wrought iron or mild steel work of any description not othervise provided complete all as specified and directed |
| 15 | S &F Rolled sections Fe-410- W(Gde- E-250) quality- Bas in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed |
| 16 | M&L Mild framed works such as angles, tees , channels, etc as in fenching posts large and small gates and grills , gratings and chainlink fenching etc, including hanging gates in pillar with proper pintle hinges, stops, hand made sliding bolts ,etccomplete all as specified and directed |
| 17 | M&L Rendering 15 mm thick on fair faces of stonesurfaces in cement mortar 1:6 and finished even andsmooth without using extra cement complete all as specified and directed |
| 18 | M&L forPreparation of new steel surfaces of any description over 10cm width or girth and application of two coats of synthetic enamel paint over one coat of red oxide primer etc,complete all as specified and directed. |
| 19 | M&L for preparation of newly plastered surfaces and applyingTwo or more coatsof 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. complete all as specified and as directed by Engr-in-Charge. |
| 20 | Demolition of Concrete of any description and in any position not otherwise specifically providedcomplete all as specified and as directed by Engr-in-Charge. |
| 21 | M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete including packing all around with PCC 1:2:4 complete all as specified and directed. |
| 22 | M & L for providing and laying at or near ground level factory made kerb stone 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 curveshall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed. |
| 23 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natura sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KNstatic weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MORTH specifications for Road and m Bridge works, 2013. complete all as specified and directed. |
| 24 | M&L for 100 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of flooring / hardstanding complete all as specified and directed. |
| 25 | M&L for sand stone slabs average 50-75mm thick in pavement, road surface, pathways, etc. n exc. 2m in length, punched dressed on one face and fine faced on other face & along exposed edges,set and pointed in cement mortar 1:4. complete all as specified and directed. |
| 26 | M&L for sand Stone kerb of plain finished surface of size 300 mm wide x 100 mm thick, length of each kerb not exc 600mm all surfaces finished even jointed in cement mortar 1:6 complete all as specified and directed. |
| 27 | S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming to I.S. 1161-1998 |
