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| 1 | Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 2 | Cement concrete (M-10)1:3:6 mixing by mechanical means using concrete mixer volumetric type with stone aggregate 40mm gauge. |
| 3 | Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 4 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 5 | Cold twisted deformed (Ribbed/ Tor Steel Bar) BarsFe-500gradeasperIS1786-1985,for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 6 | Providing , Stringing out , cutting ,jointing and testing of D.I. double flanged as per IS :7181 Class B (ISI marked with the prior approval of Engineer Incharge) and Laying the same in trenches to correct alignment and gradient jointed with Nut bolt and rubber insertion fitted compelete including all cartage. (600 mm i/d pipe line laid compelete) |
| 7 | Kartar CI D/F Sluice valve Isi Pn 1.6 pd with ssp & Hw 600 mm (Hsn code 84818010) |
| 8 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department (size 0.9m x 0.9m) |
| 9 | Making dewatering arrangement by pumping set 4\"\" x 4\"\" (Tractor driven) taking 22 hours a a day for 2 days ( Open Dewatering ) |
| 10 | Filling stones or spalls into crates and packing |
| 11 | weaving wire netting for wire crate including binding sides and partitions to make crate of6\"x6\" mesh |
| 12 | S/o M.S.annealed wire4 mm |
| 13 | Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation anddressing ) |
| 14 | With \"H\"more than 0.5 m and upto 0.9 mCSR ITEM NO. 20.01 B (Ii) |
| 15 | Earth work involved in dismantling gullet walls of outlets for adjusting \"Y\" of A.P.M. or \"B\" of open flume outlets:- |
| 16 | With \"H\"more than 0.5 m and upto 0.9 mCSR ITEM NO. 20.01 B (Ii) |
| 17 | Extra labour for dressing of bricks on Open Flume and A.P.M type Outlets |
| 18 | With \"H\"more than 0.5 m and upto 0.9 mCSR ITEM NO. 20.01 B (Ii) |
| 19 | Adjusting A.P.M. to the correct \"Y\" and fixing in position:- |
| 20 | Extra over item No. 20.4 In case of old outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. \"B\" of the outlet upto 30m.m. CSR ITEM NO. 20.04 C |
| 21 | With \"H\"more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.03 c (ii) |
| 22 | Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type |
| 23 | 1st Class burnt Brick work laid in csm1:3 in foundation & Plinth |
| 24 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. |
| 25 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement andcentring-shuttering complete in all respect. CSR item 10.15 |
| 26 | Centering shuttering. For slab |
| 27 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 |
| 28 | 0.20 ft |
| 29 | 0.32 ft |
| 30 | 0.40 ft |
| 31 | 0.50 ft |
| 32 | Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley including cutting and loading in trolley, and Transporting to the embankment locations with all lift and leads (Lead -3km) |
| 33 | E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation. (For Sleepers) (CSR item no. 6.6) |
| 34 | Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m. (CSR item no. 6.19) |
| 35 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. |
| 36 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) |
| 37 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. |
| 38 | Centering & shuttering for faces of walls, partitions, retaining walls & the like (vertical or bartening includingpillastering, buttresses etc. when curved) |
| 39 | Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. |
| 40 | Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automaticto the site in transitcomputerized transportedmixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTIONAND CUP SECTION OF ALL RADII) Without mechanical concrete paver |
| 41 | Providing and laying cement concrete (M-15) for coping mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. |
| 42 | Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(CSR item 13.54) |
| 43 | Laying LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 3/M-73) |
| 44 | Filling Construction/Contraction joints with sealing compound including supply and carraige of material complete in all respects. (CSR item no. 24.61-b) |
| 45 | Dressing of earthwork for new work or remodeling work Unit CSR 6.3 (i) |
| 46 | Ordinary Jungle Clearance of both banks running Minor having Discharge up to 1.5 Cum/s[CSR item no. 26.24-a] |
| 47 | Extra for compensation for ordinary earth/clay taken from privet land [CSR item no. 6.4 |
| 48 | Laying cement concrete 1:3:6 (M-10) with stone ballast or shingle I/c supply and carriage of material at site of workcomplete in all respect |
| 49 | Laying R.C.C.1:2 :4 (M-15)excluding steel reinforcement but including centering and shuttering and vibrating the concrete |
| 50 | Bending binding and placing in position steel reinforcement |
| 51 | Laying R.C.C. 1:2 :4 (M-15) batch mixed with stone ballast or shingle |
| 52 | Bending binding and placing in position steel reinforcement 10 mm dia. Bars |
| 53 | Dismantling of brick masonary in cement |
| 54 | Any Other Item |
