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| 1 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. DSR-14.23 |
| 2 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion DSR-16.81 |
| 3 | Making Coffer Dam with laying of empty gunny bags including filling of sandy/local soil and placing in two parallel kines with proper gaps in river to retain the water for construction of work . |
| 4 | Digging of Slush including lift upto 1.50 m and load upto 30 mtr and also including transportation of excatied slush with in the campus by tractortrolly or dumpers etc. |
| 5 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches. DSR-2.1.1 |
| 6 | Cartage of dismantled malba/earth including loading and unloading but excluding stacking,on Pucca Roads, Assume that 7 tonners truck will carry 4 cm. Meter of material. |
| 7 | Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation. DSR-4.1.8 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Footing DSR-5.1.2 |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Column DSR-5.2.2 |
| 10 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. DSR-5.22.6 |
| 11 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). DSR-10.28 |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). & Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform Slab |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and accessplatform |
| 14 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 15 | 12 mm cement plaster on plinth of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 16 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
| 17 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). |
| 18 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 19 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 20 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 21 | Supply & Fixing 80 mm thick Precast cement concrete I-Shape interlocking paver block a with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. cement, Smooth high gloss finish skid reditantmanufactured from rubber moulds through vibro-compression machanism. the compressive strength of concrere paver block shall not be less Than 30MPA ((M-30) AND wight 5kg per no confirming to IS;15658-2006 with a 4 cm thick layer of fine sandincluding cost of material,labour, T& p TAXES etc. requried for proper completion of the work as directed by Enginner-in-charge. (I)Grey color |
| 22 | Supply & fixing of 16 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 360 mm base plate 32 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect. (as per PWD SOR Sl. No.-652) |
| 23 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 170 to 200 Watt. Confirming to IP 66 protection complete in all respect. (Reputeted Company Make PWD-AAA Categary) (as per PWD SOR Sl. No.-1455) |
| 24 | Supply and fixing of single unit LED aviation obstruction light complete with transformer and LED spiral etc complete in all respect.(as per PWD SOR Sl. No.-409) |
| 25 | Supply and Wiring of submains with three nos. of 16 sq. mm. FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material labour and T&P required for proper completion of the work as directed at site by Engineer in charge. (as per PWD SOR Sl. No.-289e) |
| 26 | Supply and laying of aluminium conductor PVC insulated 35 sq. mm 3-1/2 core armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. (as per PWD SOR Sl. No.-501k) |
| 27 | Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing (This will apply for earthing of poles also). (as per PWD SOR Sl. No.-702) |
| 28 | Supply and fixing of 35 sq. mm plain or pin type copper tin plated cable socket (lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. (as per PWD SOR Sl. No.-504f) |
| 29 | Supply and Wiring of submains with 4 nos. 10 sq. mm. FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material labour and T&P required for proper completion of the work as directed at site by Engineer in charge. (as per PWD SOR Sl. No.-289i) |
| 30 | Supply and fixing 40 A TPN capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. (as per PWD SOR Sl. No.-807(f)(ii)) |
| 31 | Supply and Fixing of 50 mm dia HDPE flexible pipe PVT (As per Market Rate) |
| 32 | Supply and Fixing of Radium Stiker with all labour and material (As per Market Rate) |
| 33 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).. |
| 34 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 35 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm |
| 36 | Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately). |
| 37 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 38 | Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). In rows 5 cm apart in both directions. |
| 39 | COST FOR WATER FOUNTAIN |
| 40 | COST FOR SETTLER & ANAEROBIC DIGESTION |
| 41 | COST FOR C.C. BENCHES (4 Nos) @ Rs.6000 |
