|
| 1 | Jungle clearance in borrow area, building premises, flanks and slopes on the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and leveling etc. complete as per direction of E/I.(WRD 5.1.3.1 /PART A - 2.02) |
| 2 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 m with all lifts all complete as per specification and direction of E/I.(WRD 7.1.43.1) |
| 3 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm 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 7.1.43.2) |
| 4 | Hirecharge of 10HP diesel operated pumpset (PART B /WRD -PM-29 /P.No.- 83) |
| 5 | Earth work in excavation of 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 1.5M as per specification and direction of E/I.(WRD 6.1.8) |
| 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 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) |
| 8 | Providing random rubble stone masonary in CM (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 , racking out joints to 20 mm depth, curing , taxes and royalty complete job as per building specificition and direction of E/l.((PART A - 4.31) |
| 9 | Providing 25mm thick cement plaster (1;4)with clean coarse sand of F.M. - 1.5 including screening, curing withall leads and lifts of water, scaffolding, taxes and royaltyall complete job as per building specification and directionof E/I.(BCD 5.7.12) |
| 10 | Providing 1.5mm cement punning including curing, carriage of water with all leads and liftas per building specification and direction of E/I.(BCD 5.7.11) |
| 11 | Earth work in filling in foundation or back filling of masonary structure with suitable earth in layer not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from exacavation of foundation treanches and kept at a lead of 30m and initial lift 1.5m copmlete as per pecification and directionof E/I.(WRD 6.1.16) |
| 12 | NP2 R.C.C. Hume pipe with coller as per I.S.S 458-1971(V) 300 mm dia (WRD Part B M300 ,Page Number 84) |
| 13 | Labour for laying, fitting and fixing 300mm 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 7.6.1.3) |
| 14 | 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) |
| 15 | Carriage of Materials :- (i) Cement leads 10km(P) + 2km(K) |
| 16 | (ii) Sand leads 16km(P) + 3km(K) |
| 17 | (iii) Stone Chips leads 25km(P) + 5km(K) |
| 18 | (iv) Boulders leads 25km(P) + 5km(K)K) |
| 19 | (v) Hume Pipes NP2 300mm leads45km(P) + 5km(K) |
| 20 | Add. 12% GST |
| 21 | Add. 1% Labour Cess |
