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| 1 | PART-A (Preparation of Construction: Coffer Dam, Kutcha Drain & Dewatering of water). |
| 2 | Supplying and placing of sand bag (50 kg used/unused cement bag in well condition filled with sand ) at required site , including cost of empty cement bag, filling of sand in bag, stitching and stacking of sand bag properly as per instruction of EIC complete. |
| 3 | 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. All kinds of soil. |
| 4 | Hire charges of Pump set of capacity 4000 litres/ hour complete as per Engineer-in-charge. |
| 5 | PART-B (CHECK DAMS) |
| 6 | Earth work in excv. By mechanical means (Hydraulic excavator / manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10sqm on plan ) incl. Disposal of Excv. Earth ,lead up to 50m & for all lift disposed earth to be levelled and nearly dressed . All kind of soil. |
| 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 8 | Providing and laying in position specified grade of reinforcement conc. Excl. the cost of centring,shutt. Finishing and reinforcement All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 9 | Reinforcement for RCC work incl. Straightening, cutting, bending, placing in position and binding all complete upto plinth level .Thermo-Mechanically Treated bars . |
| 10 | 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) derived from natural sources . 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Centring and shuttering including strutting,propping etc. and removal of form work for foundations, footings, bases of columns for mass concrete.. |
| 12 | Filling available excv.earth (excl. rock) in trenches,plinth, sides of foundations etc. in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 13 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2). Rolling with vibratory roller. |
| 14 | Dry stone pitching 22.5 cm thick including supply of stones andpreparing surface complete. |
| 15 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing. |
| 16 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 17 | PART-C (V- Notch Dudhmatiya Nala) |
| 18 | Earth work in excv. By mechanical means (Hydraulic excavator / manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10sqm on plan ) incl. Disposal of Excv. Earth ,lead up to 50m & for all lift disposed earth to be levelled and nearly dressed . All kind of soil. |
| 19 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 20 | Providing and laying in position specified grade of reinforcedcement conc. Excl. the cost of centring,shutt. Finishing and reinforcement All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 21 | Reinforcement for RCC work incl. Straightening, cutting, bending, placing in position and binding all complete upto plinth level .Thermo-Mechanically Treated bars . |
| 22 | 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) derived from natural sources . 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 23 | Centring and shuttering including strutting,propping etc. and removal of form work for foundations, footings, bases of columns for mass concrete.. |
| 24 | Filling available excv.earth (excl. rock) in trenches,plinth, sides of foundations etc. in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 25 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2). Rolling with vibratory roller. |
| 26 | Dry stone pitching 22.5 cm thick including supply of stones andpreparing surface complete. |
| 27 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing. |
| 28 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 29 | PART-D (SIGN BOARD) |
| 30 | 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. All kinds of soil. |
| 31 | Supplying and filling in plinth with Local sand under floors incl. watering , ramming consolidating and dressing complete. |
| 32 | 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 : 6 graded stone aggregate 20 mm nominal size). |
| 33 | Brick work with FPS bricks of class designation 5..0 in foundation and plinth in cement mortar 1:6 (1cement :6 coarse sand). |
| 34 | Brick work with FPS bricks of class designation 5.0 in superstructure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 (1cement:6 coarse sand). |
| 35 | 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). |
| 36 | 12mm cement plasteer mix 1:6 (1cement:6 fine sand. |
| 37 | Finishing walls with water proofing cement paint of required shade: New work(Two or more coats applied @ 3.84kg /10sqm. |
| 38 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 39 | Lettering with black Japan paint of approved brand and manufacture. |
| 40 | Filling available excv.earth (excl. rock) in trenches,plinth, sides of foundations etc. in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 41 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
