Construction of 43 Nos. of RCC Sectionalisation stoppings (26 nos. RCC Sectionalisation preparatory stoppings and 17 Nos. RCC Sectionalisation stoppings) in Seam IV (B) and Seam IV (M) and Seam V of Saoner Mine No. 2, Nagpur Area

Amount

Job No. 1 (1): Excavation over area (exceeding 30cm. In depth 1.50m in width as well as 10SQM on plan) including disposal of the excavated earth lead up to 50m left up to 1.5 m disposed soil to be levelled and nearly dressed etc. all completed as per the instruction of Engineer in charge.

Job No. 1 (2): Laying cement concrete (PCC) 1:2:4 (1cement: 2sand 4 graded aggregate 20 mm nominal size) excluding cost of centring shuttering etc, in foundation, footing etc, all completed as per the instruction of Engineer in charge.

Job No. 1 (3): Laying reinforced cement concrete 1:2:4 (1cement: 2sand 4 graded aggregate 20mm nominal size) excluding cost of centring shuttering and reinforcement in foundation footing etc. all completed as per the instruction of Engineer in charge.

Job No. 1 (4) :Laying reinforced cement concrete 1:2:4 (1cement: 2sand 4 graded aggregate 20mm nominal size) excluding cost of centring, shuttering and reinforcement in suspended floors, roof, landing, shelves, and their supports balconies, lintels, beams, girders, breassumers and cantilevers up to floor two level etc. all completed as per the instruction of Engineer in charge.

Job No. 1 (5): Centring and shuttering including strutting propring etc. and removal of from work etc. all complete as per the instructions of the Engineer in charge. columns, pillars and piers

Job No. 1 (2): Mild or cold twisted or Tor steel reinforcement for RCC work including bending binding and placing in poison etc. all complete as per the instruction of engineer in charge.

Job No. 1 (7):12mm thick cement plastering with cement mortar 1:3 (1cement, 3sand) or any mix including curing etc. as complete as per the instruction of Engineer in charge.

Job No. 1 (8A): Carriage of cement from colliery stores to underground through Coal tub including loading at pit top from colliery stores, shunting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by Engineer in charge and carriage of unloaded material to a distance of 50m in underground.

Job No. 1 (8B): Carriage of cement from colliery stores to underground through Coal tub including loading at pit top from colliery stores, shunting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by Engineer in charge and carriage of unloaded material to a distance of 50mtr. in underground. extra lead of every 50m , EXTRA LEAD 2 = 11.93+(1.75X2)=15.43

Job No. 1 (9A): Carriage of sand/ ballast/boulder etc. from stock yard to underground through Coal tub including loading at pit top from stock yard, shunting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by Engineer in charge and carriage of unloaded material to distance of 50m in underground.

Job No. 1 (9B): Carriage of sand/ ballast/boulder etc. from stock yard to underground through Coal tub including loading at pit top from stock yard, shunting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by Engineer in charge and carriage of unloaded material to distance of 50m in underground. extra lead of every 50m Extra lead 2= [445.49 + (96.99x2 Lead) = 639.47]

Job No. 1 (10A): Carriage of steel from colliery stores to underground through Coal tub including loading at pit top from colliery stores, shutting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by engineer in charge and carriage of unloading material up to distance 50mtr. in underground.

Job No. 1 (10B): Carriage of steel from collier stores to underground through Coal tub including loading at pit top from colliery stores, shutting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by engineer in charge and carriage of unloading material up to distance 50 m in underground. extra lead of every 50m EXTRA LEAD 2=512.59+(75.21 X 2) = 663.01

Job No. 2 (1): Excavation over area (exceeding 30cm. in depth 1.50m in width as well as 10SQM on plan) including disposal of the excavated earth lead up to 50m left up to 1.5 m disposed soil to be levelled and nearly dressed etc. all completed as per the instruction of Engineer in charge.

Job No. 2 (2): Laying cement concrete (PCC) 1:2:4 (1cement: 2sand 4 graded aggregate 20 mm nominal size) excluding cost of centring shuttering etc, in foundation, footing etc, all completed as per the instruction of Engineer in charge.

Job No. 2 (3): Laying reinforced cement concrete 1:2:4 (1cement: 2sand 4 graded aggregate 20mm nominal size) excluding cost of centring shuttering and reinforcement in foundation footing etc. all completed as per the instruction of Engineer in charge.

Job No. 2 (4): Laying reinforced cement concrete 1:2:4 (1cement: 2sand 4 graded aggregate 20mm nominal size) excluding cost of centring, shuttering and reinforcement in suspended floors, roof, landing, shelves, and their supports balconies, lintels, beams, girders, breassumers and cantilevers up to floor two level etc. all complete as per the instruction of Engineer in charge.

Job No. 2 (5): Centring and shuttering including strutting propring etc. and removal of from work etc. all completed as per the instructions of the Engineer in charge. columns, pillars and piers.

Job No. 2 (6): Mild or cold twisted or Tor steel reinforcement for RCC work including bending binding and placing in poison etc. all complete as per the instruction of engineer in charge.

Job No. 2 (7): 12mm thick cement plastering with cement mortar 1:3 (1cement, 3sand) or any mix including curing etc. all completed as per the instruction of Engineer in charge.

Job No. 2 (8A): Carriage of cement from colliery stores to underground through Coal tub including loading at pit top from colliery stores, shunting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by Engineer in charge and carriage of unloaded material to a distance of 50m in underground.

Job No. 2 (8B): Carriage of cement from colliery stores to underground through Coal tub including loading at pit top from colliery stores, shunting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by Engineer in charge and carriage of unloaded material to a distance of 50m in underground. extra end of every 50 m EXTRA LEAD 2=11.93+(1.75X2)=15.43

Job No. 2 (9A): Carriage of sand/ ballast/boulder etc. from stock yard to underground through Coal tub including loading at pit top from stock yard, shunting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by Engineer in charge and carriage of unloaded material to distance of 50m in underground.

Job No. 2 (9B): Carriage of sand/ ballast/boulder etc. from stock yard to underground through Coal tub including loading at pit top from stock yard, shunting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by Engineer in charge and carriage of unloaded material to distance of 50m in underground. Extra lead of every 50m. Extra lead 2= [445.49 + (96.99x2 Lead) = 639.47]

Job No. 2 (10A): Carriage of steel from collier stores to underground through Coal tub including loading at pit top from colliery stores, shutting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by engineer in charge and carriage of unloading material up to distance 50mtr. In underground.

Job No. 2 (9B): Carriage of sand/ ballast/boulder etc. from stock yard to underground through Coal tub including loading at pit top from stock yard, shunting and accompanying with train to attend derailment including reloading and unloading in underground at place directed by Engineer in charge and carriage of unloaded material to distance of 50m in underground. Extra lead of every 50m. Extra lead 2= [445.49 + (96.99x2 Lead) = 639.47]

Total impact of GST for the purpose of CTC

Builders Junction (BID ID -1152082)