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| 1 | Eartworkin excavation in foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth so obtained (50m away from the edge of the trenches ) with initial lead of 150M and initial lift of 1.5Mas per direction and specification of E/I.(WRD Part- B 6.1.8) |
| 2 | E/W in excavation and filling in canal by the hydraulic excavator as per designed section in all kinds of soil (vide classification of soil item -A) Making the bank with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers with intial lead of 10 m and all lifts all compelete as per specification and direction of E/I. (WRD Part-B 7.1.43.1 ) |
| 3 | Earth work in excavation of canal by hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of spoil upto 500 M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(WRD Part-B 7.1.43.2) |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty andtaxes all complete as per building specification and direction of E/I. ( Mode of measurement compacted volume ). (BCD5.1.10) |
| 5 | Hire Charge of 10 H.P. Diesel operating pump set .(WRD Part-B PM -29 Page- 83) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) ) BCD 5.3.1.2 |
| 7 | Providing 25mm thick cement plaster (1;4) with approved quality of sand of requisite F.M. (2.5 - 3.0) washed and screened including curing, Scaffolding, wherever required and its removal royalty and all taxes etc. complete job as per specification and directionof E/I.(Comman Part- A 5.7.12) WRD 5.5.5 |
| 8 | 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.( B.C.D. 5.5.35) |
| 9 | Providing random rubble stone masonary in CM (1:4) in foudation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of f.m (2 to 2.5 ) including cost of screening , racking out joints to 20 mm depth, curing , taxes and royalty complete job as per building specificition and direction of E/l. (Part-A 4.28) |
| 10 | Providing random rubble stone masonry in cement mortar (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening of materials, Scaffolding, raking out joints to 20 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. Part -A 4.31 |
| 11 | Supplying 250 mm dia NP2 R.C.C. Hume pipe with collor as per I.S.S 458-1971 (M-300 WRD Page- 84) |
| 12 | Labour for laying, fitting and fixing 250mm dia NP2 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. (WRD Part- B 7.6.1.2) |
| 13 | Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and directionof E/I. (Part- A6.9) |
| 14 | Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and directionof E/I. Part- 6.4) |
| 15 | Earth work in filling in foundation or back filling of masonry structure with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation treanches and kept at a lead of 30m and initial lift 1.5m copmlete as per specification and directionof E/I. (WRD Part-B (6.1.16) |
| 16 | Supplying and laying sand filter on slope of the dam as per design, drawing, with watering and compaction including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all compelete as per specification and direction of E/I. (WRD Part -B 5.6.5 Part - A6.5) |
| 17 | Supplying and laying stone metal (20 mm to 63 mm ) on the slope of dam as per design, drawing, with watering and compaction including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all compelete as per specification and direction of E/I. (WRD Part -B5.6.7. Part -A 6.7) |
| 18 | Supplying and laying (Properly as per design and drawing) rip - rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (WRD Part- B 5.6.8 Part -A 6.8) |
| 19 | Carriage of Materials :-(i)Cement |
| 20 | (ii)Sand |
| 21 | (iii) Stone Chips |
| 22 | (iv)250 mm dia Hume pipe |
| 23 | (v)Stone metal |
| 24 | (vi)Boulders |
| 25 | Add. 18% GST |
| 26 | Add. 1% Labour Cess |
