|
| 1 | ITEMS TO BE EXECUTED |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means 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 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 5 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone- III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). |
| 6 | Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in superstructure aboveplinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars |
| 10 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.11.41.2 Size of Tile 600x600 mm |
| 11 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size asapproved by Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 12 | WC seat in one piece (Parryware/jaguar/or equivalent) |
| 13 | Wash basin with full pedestal (Parryware/jaguar/or equivalent) |
| 14 | Health faucet (Parryware/jaguar/or equivalent) |
| 15 | Angle valve (Parryware/jaguar/or equivalent) |
| 16 | Pillar cock(Parryware/jaguar/or equivalent) |
| 17 | Bib cock long body(Parryware/jaguar/or equivalent) |
| 18 | Bib cock short body(Parryware/jaguar/or equivalent) |
| 19 | SS towel ring |
| 20 | PVC connection pipe |
| 21 | waste jali ss |
| 22 | CPVC pipe 1\" |
| 23 | CPVC pipe 0.75\" |
| 24 | CPVC pipe 0.50\" |
| 25 | CPVC socket 1\" |
| 26 | CPVC socket 0.75\" |
| 27 | CPVC socket 0.50\" |
| 28 | CPVC Albow 1\" |
| 29 | CPVC Albow 0.75\" |
| 30 | CPVC Albow 0.5\" |
| 31 | CPVC Tee 1\" |
| 32 | PVC pipe 4 \" |
| 33 | PVC Socket 4 inch |
| 34 | PVc elbow 4 inch |
| 35 | water tank 500 ltr |
| 36 | PVC pipe 0.5 inch heavy dutyfor laying wire underground |
| 37 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.32.1 Red sand stone |
| 38 | Provision for providing and fixing monkey Spikes of hard PVC , including all the labour and fixing charges complete.Size 30 cm x 4 cm strip |
| 39 | Supplying and installation of bollard 12 watt LED lights of the approved brand/make, height of 900 mm , dia of 164 mm , to the both side of the pathways including all the installation charges |
| 40 | Supplying and laying of 2.5 sqmm copper wire in the depth of 300 mm from the ground level including insulating and labour etc complete. |
| 41 | Earthing with G.I. earth pipe 4.5 metre long , 40 mm Dia including accessories and providing masonry enclosure with cover plate having locking arrangement with watering pipe with charcoal/coke, salt etc as required. |
| 42 | Provision for cutting and re-packing of pathways as existed for passing the cable throughout the both ends including all the material, labour T&P etc required forproper completion of work. |
| 43 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 11.28.1 Red sand stone |
| 44 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m : 2.10.1 All kinds of soil |
| 45 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foamend cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymericeinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicatingthe locations of hardware will be pasted at appropriate places |
| 46 | Providing and applying CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand) |
| 47 | Installation of exhaust fan havell or equivalent in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 48 | Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm anddown size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with : 22.8.1Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 |
| 49 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches,plinth, sides of foundation etc. complete for all lift |
