| 1 | 1 | E/W in excavation in foundation and plinth as per drawing and technical specification, including setting ourt, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (5.1.1) G/W 33.984 Bridge 38.71 Ordinary Soil | BI01010001010000000000000515BI0100001112 | 359.21 | M³ |
|---|
| 2 | 2 | Providing PCC M-100 with nominal mix (1:3:6) in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration | BI01010001010000000000000515BI0100001113 | 68.92 | M³ |
|---|
| 3 | 3 | Providing PCC M-150 with nominal mix (1:2:4) in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration | BI01010001010000000000000515BI0100001114 | 23.56 | M³ |
|---|
| 4 | 4 | Providing rough dressed course masonary in C.M (1:4) in foundation -do-do- all complete as per spec.& dirction of E/I Abutment W.W Ret.W | BI01010001010000000000000515BI0100001115 | 138.24 | M³ |
|---|
| 5 | 5 | Providing rough dressed course masonary in C.M (1:4) in Substructure -do-do- all complete as per spec.& dirction of E/I Abutment W.W Ret.W | BI01010001010000000000000515BI0100001116 | 80.26 | M2 |
|---|
| 6 | 6 | Providing earth work in filling in Foundation -do-all comlete job as per specification of E/I | BI01010001010000000000000515BI0100001117 | 119.73 | M³ |
|---|
| 7 | 7 | Providing RCC M-200 with nominal mix (1:1:5:3) in deck slab with crushed stone aggregate mechanically mixed, placed in foundation and compacted by vibration | BI01010001010000000000000515BI0100001118 | 31.16 | M³ |
|---|
| 8 | 8 | Providing RCC M-300 with nominal mix (1:1:5:3) in deck slab with crushed stone aggregate mechanically mixed, placed in foundation and compacted by vibration | BI01010001010000000000000515BI0100001119 | 2.61 | M³ |
|---|
| 9 | 9 | Providing Truck Pointing (1:3)in cement on stone masonry (1:3)as per drwaing and technical specification G/W | BI01010001010000000000000515BI0100001120 | 77.6 | M³ |
|---|
| 10 | 10 | Providing weep hole in bricks masonry /plan/reiforced concreate abutment wing wall/retrunwall 100mm dia ac pipe extending through the full width of the sturucture with slope of IV:20/h toword drawing and technical specification. | BI01010001010000000000000515BI0100001121 | 15 | M |
|---|
| 11 | 11 | providing Filler Joint and filling joint sealing compound do-do- as complete job | BI01010001010000000000000515BI0100001122 | 15 | m2 |
|---|
| 12 | 12 | Providing Furnishing and placing reinforeced /prestressed cement concrete in super structrue as per drwaing and technical specification. | BI01010001010000000000000515BI0100001123 | 2.245 | MT |
|---|
| 13 | 13 | Provding earthwork filling in road emabackment do-do as complete as per drawing and technical specification Bridge | BI01010001010000000000000515BI0100001124 | 369.3 | M³ |
|---|
| 14 | 14 | Providing granular surface such as moorum -do-do- all complete as per specification & direction of E/L | BI01010001010000000000000515BI0100001125 | 220 | M³ |
|---|
| 15 | 15 | Painting post two coat of enamel paints -do-do all complete as per specification & direction of E/L. | BI01010001010000000000000515BI0100001126 | 5.67 | M³ |
|---|
| 16 | 16 | Carrige of matrial\n\na. Sand 5km | BI01010001010000000000000515BI0100001127 | 144.54 | M³ |
|---|
| 17 | 16.01 | b. Cement20km | BI01010001010000000000000515BI0100001128 | 69.75 | MT |
|---|
| 18 | 16.02 | c. Chips30km | BI01010001010000000000000515BI0100001129 | 49.78 | M³ |
|---|
| 19 | 16.03 | d.Boulder30 km | BI01010001010000000000000515BI0100001130 | 218.5 | M³ |
|---|
| 20 | 16.04 | e. Metal 30km | BI01010001010000000000000515BI0100001131 | 64.51 | M³ |
|---|
| 21 | 17 | Add 12% GST | BI01010001010000000000000515BI0100001132 | 1.75265e+06 | Rs. |
|---|
| 22 | 18 | Add 1% Labou rcess | BI01010001010000000000000515BI0100001133 | 1.96297e+06 | Rs. |
|---|
