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| 1 | Part-A (CC Work)Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. |
| 2 | Concrete with 4cm gauge stone ballast C/sand & cement in foundation & under floor in the proportion of 12:6:1 including supply of all material labour T&P etc. required for proper completion of the work.(SI 273a) |
| 3 | Providing and laying cement concrete in 1:1.5:3 ( 1 Cement : 1.5 Coarse sand : 3 graded stone agregate 20 mm nominal size) including supply of all materials, labours and T&P etc. required for proper completion of the work. In foundation and floors. DSR. No. 5.1.2(a). |
| 4 | 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. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3(1cement :1.5 Coarse sand : 3 graded stone aggregate 20mm nominal size) upto plinth Level. DSR. No. 5.2.2(1) |
| 5 | Glass-150brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. DSR.No. 6.1.2 |
| 6 | Glass-150brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. DSR.No. 6.1.1 |
| 7 | 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. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3(1cement :1.5 Coarse sand : 3 graded stone aggregate 20mm nominal size) above plinth level upto fifthh floor level. |
| 8 | M-150 brick work in 1:4 cement C/sand of 2.25 FM mortor in super structure,in one brick thick wall including necessary cutting and moulding of brick and also including supply of all material, labour and T&P ect. Required for proper completion of the work. (DSR 6.4.1) |
| 9 | M-150 brick work in 1:4 cement C/sand of in super structure in half brick work including supply of all materials, labour & T&P ect. Required for proper completion of the work. |
| 10 | Reinforced cement concrete work in in beams, suspended floors roofs having slope upto 15 landings, balconies, shelves, chajjas, lintles, bands, plaint window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering shuttering finishing and reinforcement with 1:1.5:3 ( 1cement:1.5coarse sand:3 graded stone aggregate 20mm nominal size) DSR 5.3 |
| 11 | Mild steel or Iron work in plain work such as reinforcement concrete or reinforced brick work wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bends hooks and authrised overlapping shall be meassured. |
| 12 | Providing and fixing angle/Tee iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x5 mm flatpieces to the existing T-iron frame or to the wall with desh fastener, including fixing of necessary but hinges and screws and applyng a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 13 | Mild Steel Iron Grill & Staircase railing of a approved qualitiy and drawingincluding supply of all materials, fabrication, labour, T&Pin all respect as per direction of Engineer-in-charge for proper completion of work at site. |
| 14 | Mild Steel Iron \"Z\" section windows and ventilators excluding cost of glass panes of but including supply of all materials,its fabrication, nuts and bolts, holdfast, labour and T&Prequired for proper completion of work as per direction of Engineer-in-charge and also including cost of handles,stays etc, in all respect at site of work. |
| 15 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 16 | P/L intergral cement based water proofing treatement BRICK KOBA including preparation of surface as required for treatment of roofs, consisting of following operations: a) Applying admixed with water proofing compound conforming to IS. 2645 including adjoining walls upto 300 mm height. B) Laying brick bats with mortar with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 to required stope including rounding of junctions of walls and slabs c) After tow days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS : 2645. d) Finishing the surface with 20 mm thick jointiess cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 including laying glass fibre cloth of approved quallity in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm sqare 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final be flooded with water for a minimum period of two weeks for curing and for final test. With average thicknessof 120 mm and minimum thickness at khurra as 65 mm. |
| 17 | Providing and fixing on wall face unplasticised Rigid single socketed 110 mm diameter.PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion, DSR No. 12.41.2 |
| 18 | Making khurras 45×45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1m × 1m × 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 19 | Supply & Fixing of 4.00mm thick glass panes with atul or equivalent I.S.I. marked quality glass with putty and brad including supply of all materials labour & T&P ect. Required for proper completion of the work. SI. 806 (b) |
| 20 | Earth filling in plinth cartage upto 5.00Km from site including supply of necessary quantity of sand from any distance at site of work and including watering dressing etc. required for proper completion of work. |
| 21 | Sand filling in plinth including supply of necessary quantity of sand from any distance at site of work and including watering dressing etc. required for proper completion of work. |
| 22 | 4.0cm thick 1:2:4 plain cement Concrete floor with cement approved coarse sand and 2.0cm gauge approved stone grit laid in panels finsished with 3mm floating cost of neat cement with 15cm base concrete 12:6:1 stone ballast Coarse sand and cement including supply of all materials, labour anad T&P etc. required for propar complition of the work. |
| 23 | 4.0cm thick 1:2:4 plain cement Concrete floor with cement approved coarse sand and 2.0cm gauge approved stone grit laid in panels finsished with 3mm floating cost of neat cement and including supply of all materials, labour anad T&P etc. required for propar complition of the work. |
| 24 | Providing and fixing glass strips of 4mm thickness and 3.5 cm deep in joints of floors & skirting at the time of laying floors flush with floor level including supply of all matereials. Labour and T&P ect. Required for propar completion of the work( SI 631-b) |
| 25 | Providing and laying cement concrete in 1:2:4 Cement: Coarse sand : graded stone aggretate 20mm nominal size including supply of all material, labour and T&P etc. required for proper com pletion of the work All work upto plinth level |
| 26 | Providing and fixing 4mm thick A.C. plain sheet including supply of all materials, labour anad T&P etc. required for propar complition of the work. |
| 27 | 2cm thick cement plaster in dado or skirting in 1:4 cement and c/sand laid in finished with 3mm floating coat of neat cement including supply of all materials,labour,and T*P etc. required for proper completion of the work (SI590) |
| 28 | 6 mm thick plaster 1:3 in Cement and coarse sand in ceiling including supply of all materials,labour, & T&Petc. required for proper completion of the work |
| 29 | 12mm thick plaster in 1:4 cement and coarse sand mortor over brick work minium thickness not to be less than 10mm including supply of all materials labour and T&P etc. required for proper completion of the work (584 -II) |
| 30 | Add Extra cost of rough face plaster over Brick workincluding supply of all materials labour and T&P etc. required for proper completion of the work |
| 31 | Making grooves 10 to 12mm wide x 8mm deep in plaster of the wall or in ceiling vertically or horizontally as required. PWD SI No. 598 (1) |
| 32 | White washing three coat over new surface including supply of all materials,labour, & T&Petc. required for proper completion of the work |
| 33 | Finishing walls with extorior emulsion paint (Apex) of approved brand and manufacture and of required shade and undacoreated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat. (SI 35) |
| 34 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with wooden Primer of approved brand and manufacture including cost of all material, Labour, T&P etc. complete required for proper completion of the work. DSR.No. 13.62.1 |
| 35 | Anti-Termite Treatment of the top surface of filled earth @ 5 litres/sqm of surface area with chemical emulsion with chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 36 | Part-A (CC Work) 05 Year Maintenance Charge @ 2.50%Routine Maitenance of road for 05 Years after the competion of work (Videshasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENCPWD. Rate Excluding of G.S.T.)1-1st Year @ Nill |
| 37 | 2nd Year @ 0.25% |
| 38 | 3rd Year @ 0.50% |
| 39 | 4th Year @ 0.75% |
| 40 | 5th Year @ 1.00% |
