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| 1 | Demolition of stone masonary built in cement mortar including all quoins, arches, pillars etc. |
| 2 | Dismantling wrought iron or mild steel work of any description |
| 3 | Dismantling Concertina coil of any dia and any thickness |
| 4 | Dismantling Barbed Wire fencing of any size |
| 5 | Rough excavation not exceeding 1.5m deep and getting out in any type of soil |
| 6 | Rough excavationexceeding 1.5m and n.exc 3.0m deep and getting out in any type of soil |
| 7 | Excavating over areas, n exc 1.5 m deep and getting out in any type of soil |
| 8 | Excavating over areas, exc 1.5 mand n.exc 3.0m deep and getting out in any type of soil |
| 9 | Excavating in trenches, 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 hard dense soil complete all as specifed and directed. |
| 10 | Excavation in trenches n.exc 1.5 m wide and exc 1.5 mand n.exc 3.0m in depth for foundation and getting out in any type of soil. |
| 11 | Surface excavation n.exc (not exceeding) 30 cm deep and getting out in any type of soil |
| 12 | Returning filling including spreading,levelling, watering & well ramming in layers not exc 25cm.in any type of soil |
| 13 | Removing of excavated material n. exc.250m and n.exc 500m depositing where directed |
| 14 | M & L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in foundation filling . |
| 15 | M&L M-30 concrete in Foundations, including rafts, footings, foundation beams, plinth beams; bases for columns; etc; basement slabs; under-reamed piles and mass concrete |
| 16 | M&L M-30 for Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses |
| 17 | Formwork to sides of concrete foundation, footings, bases of columns, rafts & rafts beams, sides & soffits (if any) of foundation & plinth beams, & similar work, vertical or to batter |
| 18 | Formwork rough finished surfaces to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter |
| 19 | Formwork to fair finished surfaces to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter |
| 20 | M&L for TMT bars 10mm 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 |
| 21 | M&L for 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors |
| 22 | M&L for broken stone of boulders loose filling with aggregates of gauge 60 to 12.50 mm as filter for weep holes |
| 23 | M&L PCC 1:2:4type B1 (20mm graded stone aggregate) set in CM 1:6 for providing precast cement concrete in window 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, anchorage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete with joints to match |
| 24 | M&L PCC 1:2:4type B1 (20mm graded stone aggregate) for providing 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed |
| 25 | M&L Pre cast cement concrete block masonry with solid blocks, exc 10cm in width and setting in mortar CM 1:6 precast cement concrete cast in type C1 1:3:6 (20mm graded stone aggregate). |
| 26 | M & L rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces |
| 27 | M & L for preparation of newly plaster surface and applying two coats or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resisitance as per IS 15489:2004, alkali & fungal rsistance, dirt resistance exterior paint of required shades(Company Depot Tinted) with silicon additives @ 1.43 litre/10sqm over & including priming coat of extreior primer applied @ 0.90 litre/10 sqm over new surfaces |
| 28 | M&L M-30 concrete in Foundations, including rafts, footings, foundation beams, plinth beams; bases for columns; etc; basement slabs; under-reamed piles and mass concrete |
| 29 | M&L M-30 for Columns, pillars piers post and struts & walls |
| 30 | M&L RCC M-30 for Bands, Beams, cantilevelers, bressummers, lintels over 1.5m span |
| 31 | Use and waste Formwork to sides of pillars, posts, struts, piers, columns & stanchions rough finished surfaces of finished concrete |
| 32 | Use and waste Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide |
| 33 | Use and waste formwork to sides and soffits of floor or roof beam. beam hauchings. girders. bressum-mers.· lintels. cantilevers. shelves including supports. overhangs. etc. also splays between floors and beams. etc.. for flat |
| 34 | Ditto but 5 mm over upto and including 10 mm dia in stirrups, spacers and binders., qualtiy conforming to all as specified and directed. |
| 35 | S & F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 |
| 36 | M&L for two coats of synthetic enamel paint over a coat of red oxide to steel Surfaces of any description over 10cm grith or width, not otherwise described |
| 37 | M&L for treating with tar or coal tar black paint on ends of posts area exc 0.10 Sqm but not exc 0.5 Sqm each complete all as specified. |
| 38 | M&L for Galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins, etc as directed. |
| 39 | S & F barbed razor tape concertina coil SG hot galvanized spring tensile wire to particular here-in-after or other equivalent make as approved by GE of UTS 145 to 150 kg/mm^2 and Dia of coil when unstreched 601mm having minimum number of circles 10/Rm,minimum number of clipes 25/RM and minimum weight of coil 1.625 Kg/Rm,hot dip galvanized razor ribbon tape of size 0.50mm thickness,19 mm width before wrapping on central core wire fixed with GI 1.66 mm clips and special nut bolts to hold two coils together and extra 2 rows parallel wire of 10 gauge tied by binding wire whreever complete all as specified and directed by engineer -in-charge |
| 40 | S&F Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget 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 |
| 41 | M&L for Broken glass coping on top of walls in CM 1:3 |
| 42 | M & L 600 mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars |
| 43 | M&L for Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in cement concrete 1:3:6 type C-2 completely all as specified and as directed |
| 44 | M & L Hardcore of broken stone or boulder guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface |
| 45 | M&L 100mm thick cement concrete type B-2,1:2:4 (40mm graded aggregate) as in plinth protection .Note : A sum of Rs 27,595.00towards sch of credit shall be deducted to arrive the contract sum. |
