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| 1 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. |
| 2 | Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications. (The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level |
| 3 | 160mm PVC Pipe |
| 4 | 110mm PVC Pipe |
| 5 | 75mm PVC Pipe |
| 6 | Supplying, laying and jointing PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works. - Internal water supply Above ground level. |
| 7 | 20mm PVC Pipe |
| 8 | 25mm PVC Pipe |
| 9 | 32mm PVC Pipe |
| 10 | Construction of INSPECTION CHAMBER following clear sizes including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five sand] using best quality of Clay burnt Bricks of size 9” x 43/8” x 23/4” with Class designation of 7.5 and Plastering with Cement Mortar 1:3 [One Cement and Three Plastering Sand] 12 mm thick to inner and outer sides and wearing coat 1:3:6 [One Cement, Three crushed stone sand and Six Aggregate] 15 cm thick and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers as per standard specification. |
| 11 | Supplying and fixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and re-doing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works). |
| 12 | 160mm PVC Elbow with Door |
| 13 | 110mm PVC Elbow with Door |
| 14 | 75mm PVC Elbow with Door |
| 15 | 160mm PVC Tee |
| 16 | 110mm PVC Tee |
| 17 | 75mm PVC Tee |
| 18 | 160mm PVC Bend |
| 19 | 110mm PVC Bend |
| 20 | 75mm PVC Bend |
| 21 | Supplying PVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works). |
| 22 | 20mm Dia Coupler |
| 23 | 25mm Dia Coupler |
| 24 | 32mm Dia Coupler |
| 25 | 20mm Dia Elbow |
| 26 | 25mm Dia Elbow |
| 27 | 32mm Dia Elbow |
| 28 | 20 mm Dia Bend |
| 29 | 25 mm Dia Bend |
| 30 | 32 mm Dia Bend |
| 31 | 20mm Dia Tee |
| 32 | 25mm Dia Tee |
| 33 | 35mm Dia Tee |
| 34 | 20 mm Dia End Cap |
| 35 | 25 mm Dia End Cap |
| 36 | 32 mm Dia End Cap |
| 37 | 20mm X 15mm Reducer |
| 38 | 25mm X 20mm Reducer |
| 39 | 32mm X 25mm Reducer |
| 40 | 40mm X32mm Reducer |
| 41 | 20mm X 15mm Reducer Tee |
| 42 | 25mm X 20mm Reducer Tee |
| 43 | 32mm X 25mm Reducer Tee |
| 44 | 40mm X32mm Reducer Tee |
| 45 | 20mm X 15mm Reducer Elbow |
| 46 | 25mm X 20mm Reducer Elbow |
| 47 | 32mm X 25mm Reducer Elbow |
| 48 | 40mm X32mm Reducer Elbow |
| 49 | Supply and delivery and fixing of HDPE tank as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc., |
| 50 | Supply and delivery of clear water vertical wet type submersible pump conforming to IS 8034/2002 and as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor suitable for operation in AC single phase 230 V+/- 10 %,50 HZ +/-5 % (20 X 100) |
| 51 | Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/single Phase/50HZ(± 5%) and 230 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately) |
| 52 | CEMENT CONCRETE - M7.5 (1:4:8) (Using 40mm HBG) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means |
| 53 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means |
| 54 | Add GST 18% Please Enable Macros to View BoQ information |
