| 1 | 1 | Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres (HSR 6.6) | BI01010001010000000000000515BI0100001113 | 68.65 | Cum |
|---|
| 2 | 2 | Cement Concrete 1:4:8 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.38) | BI01010001010000000000000515BI0100001114 | 1.16 | Cum |
|---|
| 3 | 3 | Boring / drilling Bore Well of required dia for casing / strainer Pipe, by suitable method prescribed in IS: 2800 (part-I), including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (For 200 mm dia) (NS) | BI01010001010000000000000515BI0100001115 | 45 | Mtr. |
|---|
| 4 | 4 | Cement concrete 1:1½:3 with stone agg. 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, laid in position complete in all respects (HSR 10.82 + 10.95 (a)) | BI01010001010000000000000515BI0100001116 | 2.58 | Cum |
|---|
| 5 | 5 | 500 EQR steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. (HSR 18.22) | BI01010001010000000000000515BI0100001117 | 2.32 | Qtl |
|---|
| 6 | 6 | Pdg. & Fixing galvanized melleable Iron steps imbedded in Cement Mortar 1:2 having angle of size 40 x 40 x 3mm complete in all respect i/c wrought iron and mild steel ladders, framed grills, gratings etc., with ends of bars riveted or forged framed window guards, barred iron doors, etc., including fixing in position. (HSR 18.10) | BI01010001010000000000000515BI0100001118 | 0.23 | Qtl. |
|---|
| 7 | 7 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below.\nTop layer Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source (HSR 28.50 (a)) | BI01010001010000000000000515BI0100001119 | 12.02 | Cum |
|---|
| 8 | 7.01 | b) Second layer Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50 (b)) | BI01010001010000000000000515BI0100001120 | 6.28 | Cum |
|---|
| 9 | 7.02 | c) Third layer Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50 (C)) | BI01010001010000000000000515BI0100001121 | 6.28 | Cum |
|---|
| 10 | 7.03 | e) Bottom layer (e) Broken stone, screened, washed and graded from 50mm to 75mm (from Ghaggar or approved equivalent quarry) (HSR 28.50 (e) | BI01010001010000000000000515BI0100001122 | 6.28 | Cum |
|---|
| 11 | 8 | Wire crates 1.20m X 1.20m from all directions of G.I. Wire, filled with boulders with square-cut faces, against the wire- (a) 4.00 mm dia , G.I. Wire, 25cm X 7.5 cm mesh (diagonal wise) (HSR 23.38 (a)) | BI01010001010000000000000515BI0100001123 | 9.89 | Sqm |
|---|
| 12 | 9 | G.I. Main Hole Cover manhole covers and frames marked with IS:12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of Engineer-in-charge. Type: Extra heavy duty set (MD-10) 560mm clear openin (NS) | BI01010001010000000000000515BI0100001125 | 2 | Nos. |
|---|
| 13 | 10 | Providing fixing PVC Rain water pipe 6Kg Pressure of ISI mark in cement mortar during masonry work. (b) 150 MM dia PVC pipe 6 Kg. Pressure. (HSR 13.89 (b)) For harvesting tank For disposal of water to harvesting tank laying around the building. | BI01010001010000000000000515BI0100001126 | 110 | Mtr. |
|---|
| 14 | 11 | Providing fixing PVC Rain water pipe 6Kg Pressure of ISI mark in cement mortar during masonry work. (a) 100 MM dia PVC pipe 6 Kg. Pressure. (HSR 13.89 (a)) | BI01010001010000000000000515BI0100001127 | 4 | Mtr. |
|---|
| 15 | 12 | First class brick laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4) | BI01010001010000000000000515BI0100001128 | 20.85 | Cum |
|---|
| 16 | 13 | 12 mm thick cement plaster 1:4 (HSR 15.5) | BI01010001010000000000000515BI0100001129 | 112.33 | Sqm |
|---|
| 17 | 14 | Pdg & laying of PVC Pipe of 300mm dia complete in all respecte (NS) | BI01010001010000000000000515BI0100001130 | 43 | Mtr. |
|---|
| 18 | 15 | Pdg & laying of PVC Pipe of 300mm dia slotted pipe having 1.5mm slottes 20% opening area (NS) | BI01010001010000000000000515BI0100001131 | 6 | Mtr. |
|---|
