|
| 1 | SCHEDULE 'A' PART-I: B/R WORKS |
| 2 | Dismantling of brick wall of stone/boulder masonary built in cement mortar complete all as specified. |
| 3 | Demolition of reinforced cement concrete in ground floors and pavings n.exc 15cm thickness (below or above ground level) all as specified and directed. |
| 4 | Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified and as directed. |
| 5 | Dismantling concertina coil of any size and dia all as specified and as directed. |
| 6 | Dismantling barbed wire of any dia and specification all as apecified and as directed. |
| 7 | Excavation over areas n.exc 1.5 m deep and getting out in hard/dense soil complete all as specifed. |
| 8 | Excavation over areas exc. 1.5m and n.ecx 3 m deepdeep and getting out in hard/dense soil all as specified. |
| 9 | Excavation in trenches, n exc1.5 m wide and not exc 1.5 m in depth for foundation etc and getting out hard/dense soil all as specified and directed. |
| 10 | Crushed stone dust for filling in foundation and subbase consolidated in layers n. exc 15 cm thick complete all as specified and directed |
| 11 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. |
| 12 | Removing excavated material exc. 250m but n exc. 500m and depositing where directed at a level n exc. 1.5 m above the starting point in soil |
| 13 | PCC 1:4:8 type D2 in foundation, mass concrete etc |
| 14 | RCC M-30 in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 15 | RCC M-30 in columns complete all as specified and as specified. |
| 16 | Form work to sides of concrete foundations, footings, sides and soffits of plinth beams and similar work for rough finished surface of concrete. |
| 17 | Formwork to sides of pillars, posts, struts, columns rectangular on plam rough finished all as specified. |
| 18 | M&L brick work with fly ash brick in CM 1:6 straight or curved on plan exc 6m mean radius all as specifeid and as directed. |
| 19 | M&L for mild steel TMT bars 10mm dia and over cut to length bend to shape including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. |
| 20 | All as per item No.18 above but 5 to 10 mm dia including 10mm dia in stirrups, spaces and binders |
| 21 | M&L Mild steel Fe 410 W Gde-E-210 Quality - B Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete. |
| 22 | Rendering 15 mm thick plastering in CM 1:4 on on fair face of brick work or concrete surfaces. |
| 23 | Preparation of new or previously untreated steel surface of any discription over 10cm width or girth and apply two coats of synthetic enamel paint over a coat of redoxide primer. |
| 24 | M&L for prepartion wall and then apply one coat of 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 by using auto roller upto 4th floor complete all as specified and as per specified by Engineer -in-Charge |
| 25 | M&L for preparation of newly plastered surfacesof wall and applying two coats of emulsion distemper white or coloured over one coat of alkali resistant primer complete all as specified and directed as per manufacturer instruction. |
| 26 | M&L Brickwork with sub class ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls, built in C:M 1:4 |
| 27 | M&L Granite of elevation work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite all as directed by Engineer-in-Charge |
| 28 | S&F Stainless steel letters in English (3 dimensional) made with first quality stainless steel sheets (Grade 304) of thickness 0.90mm size of each letter of height 370mm width 250mm and depth(projection from the base) not less than 25mm including welding, grinding, buffering,polishing and making curvature(whwere ever required) and fitting the same with nessary nuts and bolts completed all fixingarrangement on granite at any height including necessary steel scofolding and safety measures where ever required on site and all as directed by Engineer-in - charge |
| 29 | Supply and fixing 4mm thick embossed/frosted solid polycarbonate sheet of approved colour (milky white / bronze / grey), UV-stabilized and impact-resistant, fixed in entrance gate frame using aluminum beading, stainless steel screws, neoprene rubber gasket and silicone sealant, complete including cutting, fitting, sealing etc., all as directed by Engineer-in-Charge. |
| 30 | Excavation over areas not exceeding 1.5 m deep in soft/loose soil as specified and as directed. |
| 31 | M&L hardcore of guage n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface |
| 32 | M&L for providing 150 mm thick PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in sub base,sub floor,paving where it is directed. |
| 33 | M&L for providing 75 mm thick PCC (1:2:4) type B2 using 40 mm graded stone aggregate as in sub base,sub floor,paving where it is directed. |
| 34 | M & L for sand filling under floors or in foundations including watering and consolidation as required complete all as specified and directed. |
| 35 | M&L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigments complete all as specified and directed. |
| 36 | Removal of excavated soil exec 50 mt and n exc 250m and deposition where directed at a level n exc 1.5m above the starting point. Please Enable Macros to View BoQ information |
