| Name of Work: Construction of mother dairy outer boundary wall at mangolpuri, Delhi Under the work of Line 8 Extention of Delhi MRTS phase-IV Project. |
| Schedule -A (DSR Items Civil works) |
| S No | DSR 2023 | Particulars | Unit | DSR Rate | Quantity | Amount | Remarks |
| 1 | 2.1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: |
| 1.1 | 2.1.1 | All kinds of soil | Sqm | 129.85 | 240.00 | 31,164.00 |
| 2 | 2.6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 2.1 | 2.6.1 | All kinds of soil | Cum | 177.5 | 288.00 | 51,120.00 |
| 3 | 2.25 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | Cum | 196.00 | 216.32 | 42,398.72 |
| 4 | 4.20 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. |
| Note : Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 4.1 | 4.20.1 | All works upto plinth level : |
| 4.2 | 4.20.1.2 | Concrete of M15 grade with minimum cement content of 240 kg /cum | Cum | 8986.15 | 19.20 | 172,534.08 |
| 5 | 5 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 5.1 | 5.9.5 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 736.40 | 74.97 | 55,207.91 |
| 6 | 6.1 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 6.1 | 6.1.1 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Cum | 7370.65 | 110 | 810,771.50 |
| 6.2 | 6.4 | 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 |
| 6.3 | 6.4.1 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 9344.35 | 102 | 948,731.86 |
| 7 | 13.72 | Washed stone grit plaster on exterior walls height upto 10 metre above
ground level, in two layers, under layer 12 mm cement plaster 1:4 (1
cement : 4 coarse sand ), furrowing the under layer with scratching tool,
applying cement slurry on the under layer @ 2 Kg of cement per square
metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand
: 2 stone chipping 10 mm nominal size), in panels with groove all around
as per approved pattern, including scrubbing and washing the top layer
with brushes and water to expose the stone chippings ,complete as per
specification and direction of Engineer-in-charge (payment for providing
grooves shall be made separately). | sqm | 1162.25 | 837 | 973,210.04 |
| 8 | 15.7 | 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. |
| 8.1 | 15.7.4 | In cement mortar | Cum | 2060.20 | 46 | 94,769.20 |
| 9 | 15.60 | 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. | Cum | 263.95 | 160 | 42,232.00 |
| 10 | 16.53 | 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 | m | 375.80 | 160 | 60,128.00 |
| 11 | 10.1 | 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. | KG | 117.35 | 473.3 | 55,541.76 |
| 12 | 15.56 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | sqm | 54.65 | 240 | 13,116.00 |
| 13 | 13.61 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 13.1 | 13.61.1 | Two or more coats on new work | sqm | 155.90 | 24 | 3,741.60 |
| 14 | 12.50 | 208 | - |
| 1.0 | CARRIAGE OF MATERIALS |
| 15 | 1.1 | By Mechanical Transport including loading,unloading and stacking |
| 1.1.2 | Earth | Cum | 442.48 | 1800 | 796,464.00 |
| 16 | Other Mislanious Works | Lum -sup | 300,000.00 |
| Total of Schedule-A (Civil DSR 2023 Items) | 4,451,130.67 |
| Total of Schedule-A (Civil DSR 2023 Items) after applying multiplication fasctor of 0.973 over DSR 2023 | 4,483,243.00 |
| Value (ex GST) | 3,799,358.47 |
| GST | 0.18 | 683,884.53 |
| Value (Inc. GST) | 4,483,243.00 |
