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| 1 | Excavation in foundation in ordindary soil (Loan clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 suprplus earth as directed by the Enginer-in charge upto as distance of 30 m. from the foundation trenches. (Excluding Royalty) SI 251 |
| 2 | Concrete with 4cm gauge brick ballast, fine sand of 1.25 F.M and cement, in proportion of 12:6:1 in foundation and under floors, including supplyof all amterial, labour and T&P etc required for proper completion of the work . (SI. No. 273) |
| 3 | First class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.as per direction of Engineer-in-charge (Sl NO 303) |
| 4 | R.C.C. work with cement, approved coarse sand and 4 cm gauge approved stone ballast in the proportion of 1:2:4 in R.C.C. RAFT FOUNDATION and footing excluding supply of reinforcement and its binding but fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item..(S.I.No.287) |
| 5 | Same as Item no. 4 but R.C.C. work in Plinth Beam in 1:2.4 with 2 cm gauge stone grit (S.I.No. 283) |
| 6 | Same as Item no. 4 but R.C.C. work in Coloumn in 1:1:5:3 (S.I. No. 289) |
| 7 | Mild steel or iron in plain work such as reinforced concrete work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of work,and supply of steel , its wastage , bend, hooks and authorized overlapping shall be measured up to floor two level for proper completion of work. (S.I.No.504) |
| 8 | First class brick work in 1:6 cement and coarse sand mortar in super structure one brick thickwall including supply of all materials, labour and tools and plants etc. required for proper completion of the work.as per direction of Engineer-in-charge (SI NO. 303+309+310) |
| 9 | 12 mm. thick plaster with cement and Coarse sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1cm including supply of all materials, labour, tool & plants etc. required for proper completion of the work. (S.I. No. 584+diff rate of fine & corase sand) |
| 10 | Finishing walls with water proof cement exterior paint with silicone additives of required shade: new work (two or more coat applied @ 1.67ltr/10 sqm over and including base coat ofwater proofing cement paint applied @ 2.20 kg/ 10 sqm) (13.46.1- New Item) |
| 11 | Sand filling in plinth and under floor incuding supply of necessary quality of sand from a distance not exceeding 8kms. From the site of work and including watering dressing etc. labour and T&P etc. required for proper complition of the work. rate include cost of all material labour and T&Petc (Including royalty) (Sl NO 255) |
| 12 | Mild steel or iron in Heavy Size such as trusses, built up gates, record racks, roof work, Gate etcwrought to required form .including drilling holrs rivetting or welding where necessary. including supply ofsteel bolts nuts etc &its fixing required for proper completion of the work. (Sl. NO. 503) |
| 13 | Painting two coats over priming coat on new steel or wood surface including priming coat with red oxide superior synthetic enamel such as berger asian neroluc LUxOL3, Higloss apcolite superlac, DULUX specified brushing to give an even shade and includinig cleaning the surface of all dirt, dust and other foreign matter, sand paperinig and stopping including cost of all materials labour tools and plants etc. required for proper completion of the work. (New item S.No 1+2+3 II) |
| 14 | Supply and filling of good quality of earth. Cartage earth upto 3.0 Km. distance from market yard with complete work.(analysis Rate) |
| 15 | Providing and fixing of SELF SUPPORTED ARCH TYPE ROOFING with colour coated imported galvalume sheet as per ASTM international standards A792. Base matel thickness 1.00mm and total coating thickness 1.075mm thick with tolerance + - 02mm of width coil 914mm with tolerance of + - 2mm coating mass AZ150, yeild strenth 350MPA excluding GST and all consumable anchors, Pasteners, washers, paini and hangers for lighting purpose & including transportation, etc. complete in all respect with fixing at site as per requirement of Engineer-in-charge at various location of Mandi Hatpath in district Lucknow (Work will be done by specialized co such as prorflex or equivalent) (As per C.E. Mandi Parishad Letter No 720 Dt 01.03.2019) |
| 16 | Providing and fixing 6mm thick and 7.5cm wide A.C. Sheet strips in the joints of floors at the time of laying floors, flush with floor lavel including all materials, labou and T & P etc. Required for proper completion of the work. |
| 17 | Cement concrete with 2.0 gauge stone grit c/sand and cement in proportion of 4:2:1 including supply of all materials,labour and T&P ect. Required for proper completion of the work. (S.I.No 279-i ) |
| 18 | WBM Grading 2- Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Morth Book 404 B .(analysis Rate) |
| 19 | WBM Grading 3:- Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Morth Book 404 B .(analysis Rate) |
| 20 | Provinding and laying of 80 mm thick grey mechanically compressed interlocking cement concrete paver blocks manufactured by high pressure and controlled vibration machine having minimum 5 mm thick topping of cement mixed with 20% marble powder. The compressive strength of concrete paver blocks shall not be less than 30MPa & 4.50 kg/o. an I.S.I. marked as per drawing and confirming to I RC-SO-63-2004 over a bed of 2.5 cm thick local fine sand including all materials, labour and T&P etc. required for proper completion of the work. (New item-1 Page no 41) |
| 21 | First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.as per direction of Engineer-in-charge (Sl NO 305) |
| 22 | Supply installation of nest-in modular toilet units steel super structure with all accessories 6x4 feet-2 single unit in a row (twin) male & female both including overhead tank frame with overhead tank of 200 litre per seat, one washbasin, civil foundation, twin leach pit for waste management, eletrical and plumbing works, two orissa ceramic pan with cistern flush and two caramic urinal complete work as per Direction of E/I (Tata steel co. Or equivalent). (As per CE Mandi Parishad Letter No-720 dt.01-03-19) Please Enable Macros to View BoQ information |
