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| 1 | Earthwork in Excavation in foundation in ordinary Soil including Lift upto 1.50M and Lead up to 30 M Including all Complete as per S.L.No. 251 |
| 2 | Concrete with 40mm gauge off Brick Ballast, Fine Sand off 1.25 FM and Cement in Proportion of 1:4:8 in Foundation and Under Floor I/C Supply of all material labour and T&P etc all Complete as per S.L.No.273 |
| 3 | Class M-150 Brick work in 1:4 Cement and Fine sand of 1.25FM Mortar in foundation and Plinth I/C all complete as per SL NO. 303. |
| 4 | 2 cm (3/4\") thick damp proof course with cement and approved coarse sand 1:2 with and including water proofing materials as orderd by the Engineer in charge in the proportion as specified by the manufacturers including supply of all material, labour and T&P etc. required for proper completion of the work including proper curing and shuttering as necessary |
| 5 | Class M-150 Brick work in 1:4 Cement and Fine sand of 1.25FM Mortar in foundation and Plinth I/C all complete as per SL NO. 305 (a) + 309+ 310(a) |
| 6 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in Slab Complete as per SI.No. 284 |
| 7 | Mild steel or iron work in plain work such as reinforcement including bending bindina and placing etc. |
| 8 | 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. |
| 9 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 10 | 12 mm Thick Plastering in 1:4 Cement and Fine Sand Mortar on Rough Surface I/C all complete as per N. S. 584 |
| 11 | S/L 110 mm P.V.C. Plain pipe including all material & labour etc. complete all |
| 12 | Fixing of water supply material with plumber & two labour including all complete of work |
| 13 | Supply & fixing of Iron door |
| 14 | Distempering (two coat) with OIL BOUND distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N Shalimar, Asian Paints after thoroughly brushing the sufface free from mortar dropping and other forein matter and also including prepairing the surface even with Plaster of Paris or approved synthetic material and sand papered smooth including cost of all material. |
| 15 | Fixing of Electrical work & two labour including all complete of work |
| 16 | Earthwork in Excavation in foundation in ordinary Soil including Lift upto 1.50M and Lead up to 30 M Including all Complete as per S.L.No. 251 |
| 17 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ¥ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : All Kind ofSoil DSR 2.3.1 |
| 18 | Concrete with 40mm gauge off Brick Ballast, Fine Sand off 1.25 FM and Cement in Proportion of 1:4:8 in Foundation and Under Floor I/C Supply of all material labour and T&P etc all Complete as per S.L.No.273 |
| 19 | Class M-150 Brick work in 1:4 Cement and Fine sand of 1.25FM Mortar in foundation and Plinth I/C all complete as per SL NO. 303. |
| 20 | 2 cm (3/4\") thick damp proof course with cement and approved coarse sand 1:2 with and including water proofing materials as orderd by the Engineer in charge in the proportion as specified by the manufacturers including supply of all material, labour and T&P etc. required for proper completion of the work including proper curing and shuttering as necessary |
| 21 | Class M-150 Brick work in 1:4 Cement and Fine sand of 1.25FM Mortar in foundation and Plinth I/C all complete as per SL NO. 305 (a) + 309+ 310(a) |
| 22 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in Slab Complete as per SI.No. 284 |
| 23 | Mild steel or iron work in plain work such as reinforcement including bending bindina and placing etc. |
| 24 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 25 | 12 mm Thick Plastering in 1:3 Cement and Fine Sand Mortar on Rough Surface I/C all complete as per N. S. 584 |
| 26 | S/L white glozed earthen wore pan 580 mm doa (Orrixa Pan) including all material & labour complete all. |
| 27 | S/L 110 mm P.V.C. Plain pipe including all material & labour etc. complete all |
| 28 | Fixing of wash basin |
| 29 | Supply & fixing of aluminium door |
| 30 | Supply & fixing of gate |
| 31 | Supply & fixing of window (3x4feet) |
| 32 | Distempering (two coat) with OIL BOUND distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N Shalimar, Asian Paints after thoroughly brushing the sufface free from mortar dropping and other forein matter and also including prepairing the surface even with Plaster of Paris or approved synthetic material and sand papered smooth including cost of all material. |
| 33 | Latering and painting on SHULABH SHAUCHALAYA wall |
| 34 | Site Clearance |
| 35 | 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 DSR 2.6.1 |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) DSR 4.1.8 |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 38 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade e-500D or more. |
| 40 | 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)DSR6.1.1 |
| 41 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 42 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)DSR 6.4.1 |
| 43 | 12 mm plaster with 1:6 cement and course sand as per dsr 13.4.2( 1cement:6 course sand) |
| 44 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.DSR13.26 |
| 45 | Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade. Including supply of all material, labour and T & P etc required for proper completion of the work 13.44.1 |
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