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| 1 | Demolition of cement concrete /RCC/Brick Pavement etc as in floors or in paving etc. As per direction Engineer-in-Charge. |
| 2 | Exacvation of any type of soil including lifting up and returning filling as required on site and removal of extra soil upto 5.0 KM |
| 3 | Minor repair of Inida Mark-II Handpump by opening the complete machine, changing worn out parts such as washer, nuts, bolts and threading in connecting rod & GI Pipe etc. As per direction Engineer-in-Charge. |
| 4 | Repairing of Inida Mark-II Handpump by replacing the inside cylinder parts. As per direction Engineer-in-Charge. |
| 5 | Dismantling of one unit of India Mark-II Handpump by breaking foundation & taking out riser pipes and handpump machine. As per direction Engineer-in-Charge. |
| 6 | Rising and Lowering of old riser pipe 32 mm dia G.I. dia. As per direction Engineer-in-Charge. |
| 7 | M & L for lowering with T & P etc. of 32mm dia 3 mtr long GI pipe with socket class -B. As per direction Engineer-in-Charge.Upto 0 to 30 mtr BGL |
| 8 | M & L for lowering with T & P etc. of 32 mm dia 3 mtr long GI pipe with socket Class -B.As per direction Engineer-in-Charge.Beyond30 mtr BGL |
| 9 | Repiring/Replacement of bearing No. 6204 for India Mark-II Handpump (two nos set). As per direction Engineer-in-Charge. |
| 10 | Repair/replacement ofexel of India Mark-II Handpump. As per direction Engineer-in-Charge. |
| 11 | Repair/replacement of chain for India Mark-II Handpump. As per direction Engineer-in-Charge. |
| 12 | Repair/replacement of India Mark-II Handpump Cylinder ISI Mark.As per direction Engineer-in-Charge. |
| 13 | Reboring of India Mark-II handpump/Submersible Pump with T & P etc. from one place to another place by manual bore of 150mm dia by pressure/manual procedure. As per direction Engineer-in-Charge.Upto 0-30 Mtr BGL |
| 14 | Reboring of India Mark-II handpump/Submersible Pump with T & P etc. from one place to another place by manual bore of 150mm dia by pressure/manual procedure. As per direction Engineer-in-Charge.Beyond 30 Mtr BGL |
| 15 | M L for lowering with T & P etc of 110mm dia size PVC pipe, solution & screw etc. (Complete) 6 Kg/sqm. As per direction Engineer-in-charge. Upto 0 to 30 mtr BGL |
| 16 | M L for lowering with T & P etc of 110mm dia size PVC pipe, solution & screw etc. (Complete) 6 Kg/sqm. As per direction Engineer-in-charge. Beyond 30 mtr BGL |
| 17 | Supply and fixing of following items for proper completion of work. As per direction of Engineer-in-charge. |
| 18 | Brush 1.25\"x125\" |
| 19 | Nipple 12\"x1.25\" |
| 20 | Bearing Cap |
| 21 | Gate Valve 1\" |
| 22 | Elbow 1.25\"x1\" |
| 23 | Nipple 6\"x1\" |
| 24 | PVC Rope |
| 25 | Bib cock 1/2\" |
| 26 | Cutter 4\" |
| 27 | Coupler 4\" |
| 28 | Kissan Solvent |
| 29 | Ball cock 1\" |
| 30 | Repair/Replacement of Water Tank standard make etc. all complete. As per direction Engineer-in-charge. |
| 31 | 500 Ltr Capacity |
| 32 | 1000 Ltr Capacity |
| 33 | Replacement of clamps with nut, botls for submersible pump. As per direction Engineer-in-charge. |
| 34 | Replacement of 1HP submersible pump set single phase (Make KSB, Varuna, Crompton).As per direction Engineer-in-charge. |
| 35 | Repair/Replacement of 1:5 mm size submersible flat cable. As per direction Engineer-in-charge. |
| 36 | Repair/Replacement of of starter with Board suitable for 1HP Pump set all complete. As per direction Engineer-in-charge. |
| 37 | Repair/Replacement of Aluminum Cable 4mm |
| 38 | Supply & Installation of India Mark-II Handpump machine and cylinder (Complete) confirming to ISI Mark with all labour T & P. As per direction Engineer-in-charge. |
| 39 | Supply and fixing of connecting rod 3mt long. As per direction Engineer-in-charge. |
| 40 | Develping of India Mark-II hand pump with all labour, T & P. As per direction Engineer-in-charge. |
| 41 | Providing bleaching powder in hand pump bore including all complete. As per direction Engineer-in-charge. |
| 42 | Providing Bentonite powder in hand pump after boring including all complete. As per direction Engineer-in-charge. |
| 43 | Excavation of foundation on treanches n exc 1.5 m wide and n exc 1.5m depth and getting out in soft and loose soil/hard & dence soil. As per direction Engineer-in-charge. |
| 44 | M & L for cement concrete type E-2(1:5:10) with 400 mm graded brick aggregate as in foundations, subbases or sub floors. As per direction Engineer-in-charge. |
| 45 | M & L for brick work with sub class \" B \" bricks built in 1:4 cement mortar in half brick thick walls. As per direction Engineer-in-charge. |
| 46 | M & L for brick with sub class \"B\" bricks built in 1:4 cement mortar in sub structure and super structure. As per direction Engineer-in-charge. |
| 47 | Rendering 12mm thick walls 1:4 cement mortar Surface finsihed even and smooth. As per direction Engineer-in-charge. |
| 48 | Applying finshing coat 3mm thick oover cement plaster surfaces with neat cement slurry for smooth finished. As per direction Engineer-in-charge. |
| 49 | M & L for 40mm thick cement concrete type B-1 (1:2:4) as in floors, surfaces finished even and smooth with using extra cement. As per direction Engineer-in-charge. |
| 50 | Providing and laying of PCC of grade 1:4:8 |
| 51 | Supply and fixing of MS Bar including cranking, bending to any shape required including mild steel wire of not less that 0.9mm dia for binding ect, completed as per direction of engineer in charge |
| 52 | Formwork for shuttering of column, beam, Slab, ect. |
| 53 | Providing and laying of RCC of grade 1:2:4 |
| 54 | Painting of brick work concreate face, ect including prepration of surface, one coat of primer and two coat synthetic enamel paint |
| 55 | Plaster ofbrick work concreate face wit mortar 1:4 of 12 mm thickness |
| 56 | Supply and laying 25mm dia GI Pipe Class-B in treanches. As per direction Engineer-in-charge. |
