Tender For maintenance of Completed Scheme Under N/A-Ii Horticulture Zonesub-Head : Construction Of Reinforced Cement Concrete Boundary Wall With Reinforced Cement Concrete Columns, Brickwork, Plastering, And Concertina Coil Fencing At Mp Green Area,
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Project Description
Tender for maintenance of Completed Scheme Under N/A-Ii Horticulture Zonesub-Head : Construction Of Reinforced Cement Concrete Boundary Wall With Reinforced Cement Concrete Columns, Brickwork, Plastering, And Concertina Coil Fencing At Mp Green Area, Kureni Village
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.(a) In cement mortar |
| 2 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):(a)From brick work in cement mortar |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (a) All kinds of soil. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a)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) |
| 5 | 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 :(a) 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) |
| 6 | 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 :(a) 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) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for :(a) Foundations, footings, bases for columns |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for : (a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in (a) Cement mortar 1:6 (1 cement : 6 coarse sand) (bricks shall be supplied free of cost by department) |
| 12 | 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 : (a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 14 | 12 mm cement plaster of mix : a)1:6 (1 cement: 6 coarse sand) |
| 15 | 15 mm cement plaster on rough side of single or half brick wall of mix : a)1:6 (1 cement: 6 coarse sand) |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 17 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 18 | Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
| 19 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 20 | Welding by gas or electric plant including transportation of plant at siteetc. complete. |
| 21 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 22 | Design and Submission of duly vetted structural drawing from IIT/NIT/DTU or other reputed Central Govt. University and approval of the same by the competent authority for the RCC wall as per latest I S Codes including soil test and other exercise related to design and preparation of same and submission of the details of calculations in physical, soft and hard copy along drawing in three sets Time alowed for same is 20 day from date of award of work, i.e. (Agency has to submit the design within 10 days from St. Date of Start of work) |
| 23 | Total (Item no. 1 to 22)….....say 'A' = ₹ 25,69,973.00 |
| 24 | After GST correction factor on DSR-2023 items @0.973 ….....say 'B' = ₹ 25,00,584.00 |
| 25 | Cost Index @ 3% DSR-2023 items ….....say 'C' = |
| 26 | Total i.e. (B+C)….....say 'D' = ₹ 25,75,602.00 Please Enable Macros to View BoQ information |
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