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| 1 | Earth work in excavation in ordinary or soft rock (where blasting is not needed (vide classification of soil item –C) with initial lead 30 M and lift of 1.5Mincluding dressing making the sides in proper grade etc. all complete as per specification and direction of E/I .(WRD SOR july 2022 7.1.13.2 page 133) |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. With Grading-IlI Material (I. No.- 4.1B (III) of RCD) |
| 3 | Providing clean coarse sand filling in road sub base -do- -do- all complete as per specification & direction of E/I. (I. No.- 5.3.1.1 of BCD) |
| 4 | Earthwork in filling in foundation treanches and back filling of structure in layers not exceeding 150.00mm thick well watered rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation treanches and placed in suitable profile within the lead of 30.00 M and lift of 1.5m copmlete job as per specification and direction of E/I.(WRD SOR 2022/7.1.31/Page 136)shoulder filling |
| 5 | Providing shuttering, including strutting ,proping etc. and its removal after use in foundation work as per specifiaction an ddirection of E/I. (5.3.17/page 110/WRD 2022) |
| 6 | Earthwork in excavation in foundation trenches in ordinary soil (Vide classification of soil item-A)and disposal of excavated earth as obtained to a distance up to 50M including all lifts leveling ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design building specification and direction of E/I. (I. No.- 5.1.1 of BCD) |
| 7 | Providing coarse clan local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials labours royality and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)(I. No.- 5.1.10 of BCD) |
| 8 | Supplying laying boulder in rock toe, hill trenches of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the costy of carriage all complete as per specification and direction of E/I. (I. No.- 5.6.4 of BCD) |
| 9 | Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size) (I. No.- 5.3.1.2 of BCD) |
| 10 | Providing Random Rubble masonary in cement mortar (1:4)in foundation and plinth with hammer dressed stone of less than 0.03M3c in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening ,raking out joints to 20mm depth ,curing ,taxes and royality all completeas per drawing and technical specifications, (I. No.- 5.2.28 of BCD) |
| 11 | Providing Random Rubble masonary in cement mortar (1:4)in superstructure and plinth with hammer dressed stone of less than 0.03M3c in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening ,raking out joints to 20mm depth ,curing ,taxes and royality all completeas per drawing and technical specifications, (I. No.- 5.2.31 of BCD) |
| 12 | Earthwork in filling in sub floor trenches or in plinth in layer not exceeding 150mm thick,well watered rammed fully compacted and fine dressed with earth obtained after cutting with lead of 50m and lift of 1.5mall completed as per direction of E/I(mode of measurement compacted volume). (I. No.- 5.1.7 of BCD) |
| 13 | Providing weep holes with dry grade stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/ (I. No.- 6.7.6 of BCD) |
| 14 | Carriage of Materials :- (i) Cement |
| 15 | (ii) Sand |
| 16 | (iii) Stone Chips |
| 17 | (iv) Boulders |
| 18 | Add. 18% GST |
| 19 | Add. 1% Labour Cess |
