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| 1 | Surface excavation n exc 30 cm and averaging 15 cm and getting out in soft/loose soil. |
| 2 | Removing excavated material n exc 50 mtr and depositing where directed at a level n exc 1.5m above the starting point. |
| 3 | Provn of night picket, 1 toilet consisting of 01 x WC seat, 02 x Urinal, 01 x Wash hand Basin as per permanent specification all as specified as per SoA 2022 |
| 4 | Surface excavation n exc 30 cm and averaging 15 cm and getting out in soft/loose soil. |
| 5 | Removing excavated material n exc 50 mtr and depositing where directed at a level n exc 1.5m above the starting point. |
| 6 | M&L 75 mm thick PCC 1:3:6, type C-2 (using 40 mm graded agg) as in sub base complete all as specified |
| 7 | M & L for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface of stone aggregate. |
| 8 | M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 9 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. |
| 10 | Supply and lay Tubes, 'medium grade,25 mm galvanised,with all fittings ISI Marked laid in trenches all as specified and directed. |
| 11 | Supply and lay GI pipe galvanized, “Medium class”, including all fittings ISI Marked 50 mm dia complete all as specified and directed. |
| 12 | Excavation in trenches n. exc 1.5 mtr wide and not exc 1.5 mtr in depth for laying GI Pipe Line and getting soft/loose soil complete. |
| 13 | Returning , filling in including spreading, leveling, watering and well ramming in laying not exceeding 25 cm thick in soft/loose soil complete all as specified and directed. |
| 14 | Removing excavated material (soils) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. |
| 15 | Supply and fix Gun-metal, globe or gate valves, 50 mm size with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed . |
| 16 | Supply and fix Stop cock cast copper alloy, outside thread, high pressure with crutch or butterfly handle, screwed both end for iron pipe of size 25 mm complete all as specified and directed . |
| 17 | Cutting cast iron/DI 100 mm dia pipes and reducing to required length before laying in position for insertion of new tees,branches complete all as specified and directed. |
| 18 | M&L for cutting pipe line 100MM DI/CI pipe line to 50MM GI Pipe line reducer and fitting welding as per reqd at site all specified and directed by Engr-in-charge. |
| 19 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 Sqmm 4 core complete all as specified and directed. |
| 20 | M & L for Excavation in trenches n. exc 1.5 mtr wide and not exc 1.5 mtr in depth for laying underground LT XLPE cable and getting soft/loose soil complete. |
| 21 | M & L For Returning , filling in including spreading, leveling, watering and well ramming in laying not exceeding 25 cm thick in soft/loose soil complete all as specified and directed. |
| 22 | Removing excavated material (soils) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. |
| 23 | Material and labour for river fine sand, washed and screened dry for cushioning to underground cable in trenches below and around underground cable including spreading and leveling punning complete. |
| 24 | Supplying and laying un-reinforced precastconcrete cable cover, but Class LV, Type I, flat, size 250mm x 150mm x 40mm all as directed and specified by Engr-in-Charge. |
| 25 | S&F Sheet metal enclosure TPN distribution board vertical type double door with insulated bus bar arrangement IP 43 protection 4 way 415V complete all as specified . |
| 26 | S&F MCCB 4 pole 63 Amps 16 KA all as specified |
| 27 | M&L for earthing complete with galvanisedsteel earth plate electrode60×60cm.× 6mm thick, burieddirectly in ground (earth pit not lessthan 2.25 metres deep below groundlevel) with top edge of the plate notless'than 1.5 metres below normalground level, connected to galvanised earth lead wire 4.0mmdia by means of bolts, nuts, checknuts and washers of galvanised ironor steel all as shown in electricalplate No. 3 connected to earthing testpoint all as specified or indicated including testing on completion |
| 28 | Material & Labour for supply,installing,testing & commissioning of factory made LT panel outdoor type for LT distribution switch gear and control gear,floor mounted ,cubical type modular compartment, dust and vermin proof with neoprene gasket fabricated out of CRCA sheet of thick ness not less than 3.15 mm (CPRI Approved) complete with bus bar chamber & cupper Bus bar of four wire system 415 volt with heat shrinkable insulator sleeve suitable for 200 A for phases and for neutral having openable front and rear shutters with suitable locking arrangement epoxy powder spray painted with one coat primercomplete including PCC 1:2:4 type B-1 using 20 mm graded stone agregate foundation raised base angle iron size 50mm x50mmx6mm thick 60cm up and 60cm ground level complete all as specified and directed by the Engr in Charge of the following components:- |
| 29 | (a) 4 Pole MCCB 100 Amp, 50 Hz, 415 V with rupturing capacity 25 KA (INCOMING)=01 Nos(b) Supply and fix 4 Pole MCCB 63 Amp, 50 Hz, 415 V with rupturing capacity 16 KA (OUTGOING) =02 Nos(c) LED based indicator lamp sets comprising of three colours (d). Ammeter 0 - 400 Amps, Digital display, flush mounted 3 phase 4 wire with slector switch including CTs of required capacity =01 Nos(e) Voltmeter 0 - 600 Volts, Digital display, flush mounted 3 phase 4 wire with slector switch - 01 Nos.(f) Supply and fix time switches 415 V three Phase of 20 Amp rating with contactor fitted inside steel enclosure. (g) Complete internal wiring with suitable size of copper wire |
| 30 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 31 | M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified and directed. |
| 32 | M&L brick work with sub class' B' bricks of old size, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 33 | M & L rendering 20mm thick on brick wall or concrete surfaces in cement mortar 1:4 finished even and smooth complete with using extra cement slurry all as specified |
| 34 | M & L of PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as on haunching, benching & coping of manhole complete all as specified and directed. |
| 35 | M & L rendering 15mm thick on brick wall or concrete surfaces in cement mortar 1:4 finished fair and even complete all as specified |
| 36 | Extra for forming fair finished drain or channel 40 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed. |
| 37 | Returning filling in including spreading levlling ,atering and well ramming in layers nexc 25cm thick complete all as specified and directed. |
| 38 | Removing excavated soil n.exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 39 | Supply, laying and testing of 150 mm inner diameter of double wall corrugated (DWC) high density polethelene pipes(HDPE) and stiffness class-8 (SN-8) with ISI marked (with CML No) with and including all fittings & jointing materials for sewage line and laid in trenches as specified in IS-16098(Part-2):2013 and as per manufacturer's instruction complete all as specified and as directed. Note:- Bedding of pipe shall not be provided in normal condition and construction methods shall be strictly compiled as per clause no A-4 Annex 'A' of IS 16098(Part-2):2013 |
| 40 | S&F factory made SFRC MH cover with frame confirming to IS 12592:2002 HD 20 grade, of size 750mm circular or 750 x 750 mm rectangular sorrounded with steel strip 50 x 1.5 mm reinforced shall be as per relevant IS and laid over man hole brick work or concrete in CM 1:4, including reinforcement, complete all as specified and as directed by Engr-in-Charge. Notes: - (i) Contractor shall provide PV alongwith manufacturer test certificate of SFRC cover. (ii) Reinforcement shall not be measured and paid seperately |
| 41 | M & L for on site LLDPE septic tank d10 user esigned to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete for. |
| 42 | M & L for Soakage wells excavation, in any type of soil,foundation in PCC 1:3:6,walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of brick masonry in CM,RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size of 1.8 M dia × 3.0 M effective depth complete all as shown on Drg No TD-309 1/4 to 4/4. Please Enable Macros to View BoQ information |
