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| 1 | Demolition of brick work built in cement mortar or cement lime mortar completed all as specified and directed. |
| 2 | Excavation in trenches n.exc 1.5 m in depth for foundation n.exc. 10 Sqm on plan and n.exc 1.5 mtr in depth and getting out complete in soft/loose soil as directed. |
| 3 | S & F OF PRECAST FOOTING DESIGN FOR SINGLE COLUMN PLACEMENTOF SIZE (BASE +PEDESTAL) 1450 MM X 900 MM X 800 MM ,HAVE BASE OF 1450 MM X 900MM X 200 MM AND HOLLOW PEDESTAL ON BASE HAVING DIMENSIONS OF 550 MM X 550 MM X 600MM (HOLLOW PART 250 MM X 250 MM X 600 MM ), FOOTING IS MADE OF HIGH PERFORMANCESELF COMPACTING CONCRETE (SSC) OF M25 GRADE HAS BEEN PLACED ON 100 MM THICK PCC OF CONCRETE MIX 1:3:6 AFTER PROPER COMPACTION OF SOIL ,FOOTING MADE WITH FE 500/550D GRADE TMT STEEL REINFORCEMENT BARS , CURED UNDER CONTROLLED FACTORY CONDITIONS ,ALL MANUFACTURING PROCESS MUST COMPLY WITH BIS ,JIS, AND ISO 9001 STANDARDS ,THE CURING PROCESS MUST BE MAINTAINED USING RO WATER AND CHILLER PLANTS FOR QUALITY ASSURANCE,THE FORMWORK USED FOR CASTING SHOULD BE MADE OF AUTOMOBILE-GRADE, WATER-TIGHT STEEL, ENABLING THE PRODUCTION OF HIGHLY ACCURATE AND CONSISTENT COMPONENTS.CONCRETE MIX DESIGN OFIS:9103 WITH WEIGHT OF EACH RCC FOOTINGAT LEAST 1015 KG (TOLERANCE LIMIT 3%). COMPLETE ALL AS SPECIFIED IN THE DRAWING AND DIRECTED AS PER ENGINEER-IN-CHARGE.NOTE- CONTRACTOR TO GET THE APPROVAL OF PRECAST FACTORY WITHIN 15 DAYS OF COMENCMENT AND ALL PRECAST ITEM WILL BE SUPPLIED FROM SINGLE OEM TO ENSURE THE QUALITY. |
| 4 | S & F OF PRECAST FOOTING DESIGN FOR DOUBLE COLUMN PLACEMENTOF SIZE (BASE +PEDESTAL) 1450 MM X 1125 MM X 800 MM ,HAVE BASE OF 1450 MM X 1125MM X 200 MM AND HOLLOW PEDESTAL ON BASE HAVING DIMENSIONS OF 550 MM X 775 MM X 600MM (HOLLOW PART 250 MM X 475 MM X 600 MM ), FOOTING IS MADE OF HIGH PERFORMANCESELF COMPACTING CONCRETE (SSC) OF M25 GRADE HAS BEEN PLACED ON 100 MM THICK PCC OF CONCRETE MIX 1:3:6 AFTER PROPER COMPACTION OF SOIL ,FOOTING MADE WITH FE 500/550D GRADE TMT STEEL REINFORCEMENT BARS , CURED UNDER CONTROLLED FACTORY CONDITIONS ,ALL MANUFACTURING PROCESS MUST COMPLY WITH INDIAN STANDARDS ,THE CURING PROCESS MUST BE MAINTAINED USING RO WATER AND CHILLER PLANTS FOR QUALITY ASSURANCE,THE FORMWORK USED FOR CASTING SHOULD BE MADE OF AUTOMOBILE-GRADE, WATER-TIGHT STEEL, ENABLING THE PRODUCTION OF HIGHLY ACCURATE AND CONSISTENT COMPONENTS.CONCRETE MIX DESIGN OFIS:9103 WITH WEIGHT OF EACH RCC FOOTINGAT LEAST 1280 KG (TOLERANCE LIMIT 3%). COMPLETE ALL AS SPECIFIED IN THE DRAWING AND DIRECTED AS PER ENGINEER-IN-CHARGE.NOTE- CONTRACTOR TO GET THE APPROVAL OF PRECAST FACTORY WITHIN 15 DAYS OF COMENCMENT AND ALL PRECAST ITEM WILL BE SUPPLIED FROM SINGLE OEM TO ENSURE THE QUALITY. |
| 5 | S&F OF PRECAST I SHAPEDCOLUMN OF SIZE 3000MM X 200MM X 200MM, HAVING FLANGE THICKNESS OF 60 MM AND WEB THICKNESS 80 MM WILL PLACE ON PRECAST FOOTING AND WILL BE GROUTED , HAVING A BOLTS FIXED AT TOP OF COLUMN, HAVING 4 MM THICK HIGH TENSILE TENDOM STEEL 10 NOS IN EACH COLUMN WHICH IS MADE OF HIGH PERFORMANCE SELF COMPACTING CONCRETE (SSC) OF M40 GRADE, , CURED UNDER CONTROLLED FACTORY CONDITIONS , ALL MANUFACTURING PROCESS MUST COMPLY WITH INDIAN STANDARDS. THE CURING PROCESS MUST BE MAINTAINED USING RO WATER AND CHILLER PLANTS FOR QUALITY ASSURANCE. THE FORMWORK USED FOR CASTING SHOULD BE MADE OF AUTOMOBILE-GRADE, WATER-TIGHT STEEL, ENABLING THE PRODUCTION OF HIGHLY ACCURATE AND CONSISTENT COMPONENTS. CONCRETE MIX DESIGN OF IS:9103 WITH WEIGHT OF EACH COLUMN AT LEAST 260 KG (TOLERANCE LIMIT 1.5%) , COMPLETE ALL AS SPECIFIEDIN THE DRAWING AND DIRECTED AS PER ENGINEER-IN-CHARGE |
| 6 | S&F OF PRECAST PANEL HAVE BOTH SIDE DESIGN AS PER ENGINEER-INCHARGE OF SIZE 3000MM X 1200 MM X 75 MM HAVING 4 MM THICK HIGH TENSILE TENDOM STEEL 10 NOS IN EACH PANEL WHICH IS MADE OF HIGH PERFORMANCE SELF COMPACTING CONCRETE (SSC) OF M40 GRADE WITH HIGH TENSILE TENDON STEEL, CURED UNDER CONTROLLED FACTORY CONDITIONS. ALL MANUFACTURING PROCESS MUST COMPLY WITH INDAIN STANDARDS. THE CURING PROCESS MUST BE MAINTAINED USING RO WATER AND CHILLER PLANTS FOR QUALITY ASSURANCE. THE FORMWORK USED FOR CASTING SHOULD BE MADE AUTOMOBILE GRADE WATER TIGHT STEEL ENABLING THE PRODUCTION OF HIGHLY ACCURATE AND CONSISTENT COMPONENTS.CONCRETE MIX DESIGN OF IS:9103 WITH WEIGHT OF EACH PANEL AT LEAST 675 KG (TOLERANCE LIMIT 1%), COMPLETE ALLAS SPECIFIED AND DIRECTED AS PER ENGINEER-IN-CHARGE. |
| 7 | M&L for Brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete, all as specified and directed |
| 8 | M&L for cement concrete type D2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete all as specified and directed |
| 9 | M&L for Form work rough finished surfaces of concrete side of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work flat, vertical complete all as specified |
| 10 | M&L for form work to sides of pillar, posts, struts, columns etc all as specified and directed. |
| 11 | M&L for form work to sides and soffits of beams lintel band and the like all as specified and directed. |
| 12 | M&L for RCC M-25 design mix (using 20 mm graded stone agg) in foundation, footings, etc all as specified and directed |
| 13 | M&L for RCC M-25 Reinforced cement concrete design mix (using 20 mm graded stone agg) in colomns, pillars, piers, posts and struts etc all as specified and directed |
| 14 | M&L for RCC M-25 Reinforced cement concrete design mix (using 20 mm graded stone agg) in beam cantilevers, bressummers, lintels over 1.5 m span etc all as specified and directed |
| 15 | S&F for MS TMT bars 10 mm dia and over, cut to length, bent to shape required incl cranking bending spirally for hooping for coloumn hooking ends and binding with and incl mild steel wire annealed not less than 0.9mm dia or securing with clips all as specified and directed |
| 16 | S&F for MS TMT bars 5mm to 10 mm dia and over, cut to length, bent to shape required incl cranking bending spirally for hooping for coloumn hooking ends and binding with and incl mild steel wire annealed not less than 0.9mm dia or securing with clips all as specified and directed |
| 17 | M&L for rendering/plaster by using readymix mixture of thickness 12 mm to 15 mm on newly prepared surface and plastering the wall surface with white cement based polymer modified self curing mortar, all complete as per the direction of Engineer-in-Charge.Make-JKCement/Birla/Ultratech. |
| 18 | M & Lfor two coats of cement base paint over a coat of primer complete all as specified and directed. |
| 19 | Removing excavated materials n exc 50 mtr and depositing where directed at a level n. exc. 1.5 Mtr above the starting point all as specified and directed |
| 20 | Returning, for soft/ loose soil,filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. |
| 21 | S & F, angle iron (Fe-290 GDE E-165) as in posts, struts in fencing including cutting top to shape required, drilling holes, notching for wire etc including dismantling complete all speciified and directed |
| 22 | S & F Mild steel screw bolts (machine made) withhexagonal or squareheads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and onehexagonal or square nut, length of bolt exc 22.50cm n exc 30cm long and 16mm to 20mm diameter of neck complete all as specified and directed. |
| 23 | S & F of galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire including dismantling of same complete all speciified and directed |
| 24 | S & F of concertina coil fencing with punched tape coil heavy grade 450mm dia (at stretched position), made out of hot dipped, galvanised steel wire coated with CLR anti corrosive paint, making diamond shaped barbs with 18 SWG sheet, spring core 2.5mm thick wire with tape 0.52mm thick and weight of each coil should not be less than 6.50Kg, each coil should have 50 rounds and should cover 6RM length, fixed over and including 6 lines of horizontal RBT (reinforced barbed tape) wire or razor wire at points wherever coil touches the bottom of wire with the help of hog rings (14 SWG) and in between Y shaped angle iron post complete all as specified and directed.NOTE : (i) Hogging shall be fixed at interval of 600mm centre to centre, wherever it touches with the razor wire.(ii) Overlapping of concertina coil and razor wire shall be 300mm.(iii) Y shaped angle iron post shall be measured and paid separately under respective items. |
| 25 | Dismantling structuralsteel work as in rafters, purlins,posts etcincluding doors, gates but excluding framed truss etc incl S&F for Rolled sections Fe-290 (Gde E165) as in main and cross beams, hip and jack rafters; purlins where connectedto common rafters and running rails and guides for sliding doors; fixedwithangle cleats or other connecting plates complete all as specified and directed. |
| 26 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital orsimilarpattern roof coveringsincl S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 27 | M &Lfor Non skid ceramic coloured floor tiles shade as approved andsize400 x 400mm x 7mm thick set on 15mm thick in screed bed in cement mortar (1:6) and pointed in neat cement slurry including jointing with white or colour cement to match incl dismantling complete all as specified and directed. |
| 28 | M & L for glazed ceramiccolourtiles of size300 x450mm x 7mm thick on walls etc, set & jointed in neat cement slurry and pointed in white or colours cement tomatch the colour of tilesas in skirting/dados over and including 10mm thick backing coat in CM 1:4 incl dismantling all as specified and directed. |
| 29 | M&L for 75 mm thick PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate as inplinth protection surface finished fair and even without using etra cement complete all as specified. Note :- Plinth protection shall be of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3)incl demolition of old slab, complete all as specified and directed. |
| 30 | M & L for 75 mm thick Cement concrete 1:4:8,type D-2 using 40mm graded stone aggregate as in sub base including demolition complete all as specified and directed. |
| 31 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, 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 fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; incl Dismantling of old paver blocks complete all as specified and directed. |
| 32 | M & L for Cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate in copings ,benching complete all as specified and directed. |
| 33 | M & L, two coats of synthetic enamelled paint over a coat of red oxide primer including preparation of new steel/iron surfaces exceeding 10cm width or girth.complete all speciified and directed |
