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| 1 | Dismantling of Old Bridge (RCC Main Slab) (CSR item no. 8.6-e) |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (CSR item no. 21.1-B) |
| 3 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads with disposal/carraige from 0 upto 450m (CSR item no. 19.38-a) |
| 4 | Excavation of soil using hydraulic Excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to the embankment locations with combined lead 2.11 Km i/c first 2.11 Km Katcha with all lifts and leads (CSR item no. 19.38-(a,b,c) ) |
| 5 | Earth work excavation in ordinary soil, exclusive of compensation of earth for pudding work (CSR item no. 6.2/f) |
| 6 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. (CSR item no. 24.5/b) |
| 7 | Rehandling of E/work (CSR chapter 6 note no.2 ) |
| 8 | PCC M-15 cement concrete in sub-structure complete as per drawing and Technical specifications using concrete mixture (CSR item No. 21.32 (a)) |
| 9 | Furnishing and placingreinforcement / prestressed cement concrete RCC M-25 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-F/a/i) |
| 10 | Furnishing and placingreinforcement / prestressed cement concrete RCC M-30 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-G/a/i) |
| 11 | Furnishing and placingreinforcement / prestressed cement concrete RCC M-25 in super-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer for solid slab including centering and shuttering. (CSR Item No. 22.1-B/a/i) |
| 12 | Furnishing and placingreinforcement / prestressed cement concrete RCC M-40 in super-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer for railing including centering and shuttering. (CSR Item No. 22.1-E/a/i) |
| 13 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. (CSR item no. 21.33) |
| 14 | Providing and fixing 160 mm dia PVC pipe for service duct single socketed (working pressure 4 kgf / cm²) (CSR item no. 13.74-ii) |
| 15 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. (CSR item no: 16.17 ) |
| 16 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface (CSR item No. 16.31 ) |
| 17 | Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications (CSR Item No. 24.61 (b)] |
| 18 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia discharge GI light grade pipe (for Bridges) (CSR Item no. 22.8-B) |
| 19 | Making dewatering arrangement by pumping set 4\"\" *4\"\" (Tractor driven) For open dewatering (CSR item no. 25.6) |
| 20 | Providing, Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects. (As per Dewatering Plan attached) (CSR Item No. 25.4) |
| 21 | Making bore and installation of pumping set for dewatering arrangements complete in all respects. (CSR item no: 25.5) as per Dewatering Plan attached) |
| 22 | First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth (CSR item no. 11.9) |
| 23 | Laying Cement plaster 12.5 mm thick in 1:3 CSM (CSR item no. 15.8) |
| 24 | First Class Brick on edge paving or floor laid over and in cement sand mortar 1:4 in ordinary bonded courses or in herring bone or other special courses to templates over dressed foundations and to correct longtitudnal and cross slopes as shall be acquired by engineer in charge .All joints shall be filled with mortar and struck flushed as the work proceeds .CSR item no 29.28) |
| 25 | E/Work for lip cutting of irrigation Channels inclusive of all allowances, lead and dressing (upto 1.50 mtr depth) (CSR item no. 19.19)) |
| 26 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. |
| 27 | Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing,watering , rolling as per specifications for compaction. As per CSR item no 24.5(b) (i),(ii)&(iii) and dressing,watering , rolling as per specifications for compaction. As per CSR item no 24.5(b) (i),(ii)&(iii) |
| 28 | Single layer brick lining for irrigation channels (Distributaries and minors) or section of all depths consisting of first layer of 12.5mm thick cement plaster 1:5 on subgrade and finished, second layer of 10mm thick cement plaster 1:3 properly rendered and finished, 75 mm bricks laid in 1:3 cement sand mortar over second layer (CSR item no. 19.20(i) ) |
| 29 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 as per PWD specifications i/c supply of material complete in all respect. (CSR item no. 19.31) |
| 30 | Hiring Water tanker 6KL Capacity for 30 days period @ 8 hours per day |
| 31 | Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation anddressing ) |
| 32 | With \"H\"more than 0.5 m and upto 0.9 mCSR ITEM NO. 20.01 B (Ii) |
| 33 | Earth work involved in dismantling gullet walls of outlets for adjusting \"Y\" of A.P.M. or \"B\" of open flume outlets:- |
| 34 | With \"H\"more than 0.5 m and upto 0.9 mCSR ITEM NO. 20.01 B (Ii) |
| 35 | Extra labour for dressing of bricks on Open Flume and A.P.M type Outlets |
| 36 | With \"H\"more than 0.5 m and upto 0.9 mCSR ITEM NO. 20.01 B (Ii) |
| 37 | Adjusting A.P.M. to the correct \"Y\" and fixing in position:- |
| 38 | 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 |
| 39 | With \"H\"more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.03 c (ii) |
| 40 | Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type |
| 41 | 1st Class burnt Brick work laid in csm1:3 in foundation & Plinth |
| 42 | 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. |
| 43 | 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 |
| 44 | Centering shuttering. For slab |
| 45 | 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 |
| 46 | 0.20 ft |
| 47 | 0.32 ft |
| 48 | 0.40 ft |
| 49 | 0.50 ft |
| 50 | 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) |
| 51 | 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) |
| 52 | 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) |
| 53 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. |
| 54 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) |
| 55 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. |
| 56 | Centering & shuttering for faces of walls, partitions, retaining walls & the like (vertical or bartening includingpillastering, buttresses etc. when curved) |
| 57 | 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. |
| 58 | 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 |
| 59 | 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. |
| 60 | 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) |
| 61 | 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) |
| 62 | Filling Construction/Contraction joints with sealing compound including supply and carraige of material complete in all respects. (CSR item no. 24.61-b) |
| 63 | Dressing of earthwork for new work or remodeling work Unit CSR 6.3 (i) |
| 64 | Ordinary Jungle Clearance of both banks running Minor having Discharge up to 1.5 Cum/s[CSR item no. 26.24-a] |
| 65 | Extra for compensation for ordinary earth/clay taken from privet land [CSR item no. 6.4 |
| 66 | 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 |
| 67 | Laying R.C.C.1:2 :4 (M-15)excluding steel reinforcement but including centering and shuttering and vibrating the concrete |
| 68 | Bending binding and placing in position steel reinforcement |
| 69 | Laying R.C.C. 1:2 :4 (M-15) batch mixed with stone ballast or shingle |
| 70 | Bending binding and placing in position steel reinforcement 10 mm dia. Bars |
| 71 | Dismantling of brick masonary in cement |
| 72 | Any Other Item |
