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| 1 | 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.Ordinary rock |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 3 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). |
| 4 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand |
| 6 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 7 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 8 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 9 | Cleaning of brick masonry rectangular type Manholes of inside 0.90 cm x 0.80 cm x0.45 cm deep and any deep including cleaning the sewage line in between and removal of blockage if any, and removing dust etc and bailing out waste & disposal of the same into approved dumping yards and cleaning& making good walls and floor of the Manholes etcdisposal of the same within 1.50 km mtrlead all complete as per the direction of engineer in charge. |
| 10 | Providing of sewer sunction machine of 3000 ltr capacityTrailer Mounted with following Technical specification:- (i) Sunction machine Capacity : 3000 Ltrs with cylindrical shape material of constr: mild steel plate of IS2062 Grade-A with 5 mm Thick for shell & 6 mm thick for Dish end along with manual locking of rear door. (ii) Operated by : 14 HP Engine with self start (iii) Max Pressure : 0.9 - 1.5 BAR (iv) Trailer chassis : ISMC 150 (v) Axle : 2 Nos. 3 inch squre (vi)Tyres : 7.50 x 16 - Qty 04 Nos (vii) Prime Mover : Aux Diesel engine 14 HP, Kirloskar/Cummins/Eicher/Equ. (viii) VAcuum Pump : 318 Cum/Hr, Air Cooled, 1600-1700 RPM (ix) Sunction Hose : 01 Nos Non Collapsible, ID 75 mm (x) Length : 10 Mtrs with coupling (xi) Control Panel ; All Gauges for necessary operation. (xii) Accessories : Mud Flaps, Guard & BallValve (xiii) Finishing/Painting: Coating of Anticorrosive primer with 2 coat of synthetic - Enamel metal paint (xiv) Writing & Colou : As per required by the department (xv) Warranty :12 months warranty against manufacturing defects only and all complete as per direction of engineer-in-charge. |
| 11 | Providingof E-Rickshaw Garbage with Hydraulic (NA)fully electric, Battery operated moter driven for carrying bins, garbage carrying capacity 310 Kg with capacity of individual bins in 250 ltr, wheel base 2110 mm Model -Ower-100 and suitable make, Use for Home commercial and Military vehicals and their accessories and componants moter vechicles Passenger Moter Vechicles E-Cart garbage with Tipping Facility, all complete as per direction of engineer-in-charge. |
| 12 | Providing PVC sunction hose pipe size 3\"all completed as per direction of engineer In-charge |
| 13 | Providing C I Connector Nipple dia 3\" all completed as per direction of engineer In-charge |
| 14 | Providing Brass Connecting Clamp 3\" all completed as per direction of engineer In-charge |
| 15 | Modified Estimated Cost after using correction factor on DSR 2023 on account of GST @ 0.973 * 382453.45 - 372127.21=10326.24 |
