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| 1 | civil work |
| 2 | Earth work in excavation in Foundation in B.C. soil Lead up to 30 m and lift up to 1.50 m I/C all complete as per directed by Engineer in charge. |
| 3 | Providing & Laying of polythene sheet 125 micron thick before laying the C.C. slab for making separation with base coat concrete and prevention of pumping I/c all complete as per directed by Engineer in charge. (SOR Jhansi Dt. 30.04.2025-chapter no. 1A as S.I. No. 15) |
| 4 | Filling of Stone Dust having P.I. less then 5 in foundation or for stabilization of sub grade l/c all completion of work. |
| 5 | 1:3:6 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | R.C.C. work in 1:12:3 (M-20 foundation and plinth level) cement, coarse sand and 20mm gauge stone grit including all complete. (as per MORD) 11.4 |
| 7 | R.C.C. work in 1:12:3 (M- 25 plinth level up to Superstructure) As per MORD 11.4 800, and 1205.5 Specification Clause |
| 8 | M.S. or iron work (Tor or plain bar) in plain work such as R.C.C. /R.B. work I/c all complete as directed by engineer in charge. as per mord 11.7 |
| 9 | upply and fixing of Add Sign board / Sila Patt & photography etc. (For Estimate Purpuse) |
| 10 | Earth work in filling in sub grade, earth transported from 5.00 km distance & mechanically compacting with road roller or iron hammer l/c hire and fuel charges of roller and l/c all materials, labour, T&P, all taxes etc all complete as per directed by Engineer in charge. |
| 11 | Construction of granular sub base by providing well graded material, spriding in uniform layers with motor grader on prepared surface mixing by mix in place method with roatvetor at OMC and compacting with smooth wheel roaller to achieve the desiersd density, complet as per technical specification Clause 401 |
| 12 | Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100 KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density .Grading-3 as per technical specification class 405 |
| 13 | Laying of 80 mm thick cement concrete paver block (interlock bricks) with 40 mm thick stone dust including preaparation of base and joint filling all complete. C.h. No. 4 new item no. 3 |
| 14 | Earth work in excavation in Foundation in B.C. soil Lead up to 30 m and lift up to 1.50 m I/C all complete as per directed by Engineer in charge. |
| 15 | Filling of Stone Dust having P.I. less then 5 in foundation or for stabilization of sub grade l/c all completion of work. |
| 16 | 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) complete. CPWD Dehli Schedule of rates 2023-4.1.10. |
| 17 | Brick Masonary in 1:4 cement & fine sand mortar in foundation and plinth as per drawing ans as per direction in charge all complete. |
| 18 | P.C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit including all complete work etc. 11.4 MORD (iii) Specification 802, 803, 1202 and 1203 |
| 19 | Supply and fixing of Iron post and chain |
| 20 | Boring of pile hole 200 mm diameter 3.50 m deep single under reamed of 50 cm diameter l/c all as directed by engineer in charge. (SOR. Dt. 25.07.2022 - chapter no. 4 new item 1) |
| 21 | 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 1:16:3 cement, coarse sand and 20mm gauge stone grit including all complete. DSR 2023-5.1.2 |
| 22 | Foundations, footings, bases of columns, etc. for concrete Shuttering - DSR 2023-5.9.1 |
| 23 | 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-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023 C.P.no. 5 Item Code no.5.2.2 |
| 24 | Foundations, footings, bases of columns, etc. for concrete Shuttering - DSR 2023-5.9.1 |
| 25 | 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 2023-6.4.1 |
| 26 | Half brick masonry 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. Cement mortar 1:4 (1 cement:4 coarse sand) DSR 2023-6.13.2 |
| 27 | 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). DSR 2023-5.30 |
| 28 | roofs, landings, balconies and access platform. for concrete Shuttering - DSR 2023-5.9.3 |
| 29 | 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 Fe-500D. DSR 2023-5.22.6 |
| 30 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) DSR 2023-22.14.1 |
| 31 | Plaster 12 mm thick with cement, fine sand mortar in proportion of 1:6 in fair side of wall I/c all complete as directed by engineer in charge etc. DSR 2023-13.4.2 |
| 32 | Plaster 15 mm thick with cement, fine sand mortar in proportion of 1:6 in rough side of wall l/c all complete as directed by engineer in charge etc. DSR 2023-13.5.2 |
| 33 | Excavating, supplying and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR 2023-2.5 (a) |
| 34 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2023-2.70 |
| 35 | 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 2023-4.1.8 |
| 36 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more 2023-11.39 (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, 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., complete. DSR |
| 37 | Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @3.84 kg/10 sqm) DSR 2023-13.44.1 |
| 38 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade, New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. DSR 2023 13.41.1 |
| 39 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 2023-13.80 |
| 40 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge: With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm). (As per mareket rate for estimate purpose) |
| 41 | Supply and laying WC urinal pot and plumbing. |
| 42 | Supply and fixing of electical work. |
| 43 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.DSR 2023-2.2.8 |
| 44 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2023-2.70 |
| 45 | 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 46 | 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 1:12:3 cement, coarse sand and 20mm gauge stone grit including all complete. DSR 2023-5.1.2 |
| 47 | 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) DSR 2023-6.1.1 |
| 48 | Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand) DSR 2023-6.13.2 |
| 49 | 20 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand) DSR 2023-13.3.1 |
| 50 | 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). DSR 2023-5.30 |
| 51 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Please Enable Macros to View BoQ information |
