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| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.BCD.5.1.1 |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. BCD. 5.1.2. |
| 3 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) BCD.5.1.10 |
| 4 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. BCD 5.6.3 |
| 5 | Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and taxes etc. but excluding the cost of carriage all complete as per specification and direcition of E/I. COMMON Part -A 6.4 WRD. 5.6.4 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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). BCD 5.3.1.1 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). BCD 5.3.1.4 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size). BCD 5.3.1.5 |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks anchor blocks, plain window sills, fillets, sunken floor etc., upto floor five level, excluding the cost of centering, shuttering and finishing:- 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). BCD 5.3.2.2 |
| 10 | Providing designation 75B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sandof F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. BCD 5.2.6 |
| 11 | Providing designation 75B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sandof F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. BCD 5.2.14 |
| 12 | Providiag rough dressed random rubble stone masonary in CM (1:4) in foudation and plinth with hammer dressed stone of less than o.o3 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specificition and direction of E/l. BCD. 5.2.28 |
| 13 | Providiag rough dressed random rubble stone masonary in CM (1:4) in superstructure with hammer dressed stone of less than o.o3 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specificition and direction of E/l. BCD. 5.2.31 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for foundation footing , base of Column etc. for mass concrete. BCD 5.3.17.1 |
| 15 | Providing weep holes with dry grade stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l. COMMON Part-A 6.9 |
| 16 | Providing 12 MM cement plaster 1:4 with clean cores sand of F.M 1.5 including screening, curing with all leads and lifts of water escape folding taxes and royalty all complete edge per building a specification and direction of E/I. BCD 5.7.2 |
| 17 | Providing tuck pointing in cement on stone masonary 1:3 with coarse clean sandof F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. BCD. 5.7.10 |
| 18 | Filling in foundation trenches and plinth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per building specification and direction of E/l.(mode of measurment volume) BCD .5.1.7 |
| 19 | Carriage of Materials :- (i) Cement |
| 20 | (ii) Sand |
| 21 | (iii) Stone Chips |
| 22 | (iv) Brick |
| 23 | (v) Stone Metal |
| 24 | (vi) Stone Boulder |
| 25 | GST 18% |
| 26 | Labour Cess 1% Please Enable Macros to View BoQ information |
