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| 1 | Surface dressing not exec 15 cm deep in soft/loose soil including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, trees not exceeding 30 cm girth (measured one metre above ground level), etc complete all as specified and directed. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas in any kind of soil (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 1.5m, as directed by Engineer-in-charge. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas in any kind of soil (exceeding 1.5m but not exceeding 3m 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 exceeding 1.5m but not exceeding 3m, as directed by Engineer-in-charge. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas in ordinary rock (exceeding 1.5m but not exceeding 3m 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 exceeding 1.5m but not exceeding 3m, as directed by Engineer-in-charge. |
| 5 | Excavation in trenches not exc 1.50m wide and not exc 1.50m deep for foundation etc, or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc 10 sq m on plan and exc 3m but n. exc 4.5 m in depth and getting out in ordinary rock complete all as specified and as directed |
| 6 | Earth work in excavation in trenches in soil by manual/ mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m in depth, including getting out the excavated soil and disposal of surplus excavated soil, within a lead of 50 m all as specified and as directed |
| 7 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation and mass concrete complete all as specified and as directed. |
| 8 | M&L for brickwork with fly ash bricks, straight or curved on plan, exc 6 m mean radius, built in cement mortar 1:6 complete all as specified and as directed. |
| 9 | M&L for 10 mm thick rendering in CM 1:4 on other than fair faces of brick or concrete surface finished even and smooth finish without using extra cement complete all as specified and as directed. |
| 10 | Use and waste Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed. |
| 11 | M&L Reinforced cement concrete (Design mix) M-25 (20mm graded stone aggregate) as in beams, cantilevers, bressummer lintel over 1.5 m span complete all as specified and as directed. |
| 12 | Use and waste Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified.complete all as specified and as directed. |
| 13 | M&L Reinforced cement concrete (Design mix) M-25 (20mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 14 | M & L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 15 | M & L for Mild steel TMT bars 5mm and over upto and including 10mm dia in stirrups spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 16 | M&L for Drilling of Bore Hole suitable for 200 mm dia casing pipe, drilling upto 100 meter depth below ground level through any kind of strata, soils/ rock, disposal of surplus soil within a distance of 100m, well ramming and stabilizing of material, transportation of drilling rig and other T&P required, including lowering and extraction of casing pipes complete all as specified and as directed by Engineer In Charge. Note : Casing pipe shall be measured and paid separately.The depth of casing pipe to be decided by Engineer-in-Charge. |
| 17 | M & L for fixing 150 mm dia PVC casing pipe conforming to IS 12818 : 1992 with fitting as required below ground level in any type of strata complete all as specified and as directed. |
| 18 | M & L for fixing 150 mm dia slotted/ perforated PVC casing pipe conforming to IS 4985 : 2000 with fitting as required below ground level in any type of strata complete all as specified and as directed. |
| 19 | M&L for gravel packing incl jute as filter media, size of gravel 4mm to 6mm filled around the PVC pipe complete all as specified and directed. |
| 20 | M&L for loose filling of coarse sand in recharge well as filter media including spreading, levelling, all as specified and as directed. |
| 21 | M&L for loose filling of gravel of size 6mm to 10mm in recharge well as filter media including spreading, levelling, all as specified and directed. |
| 22 | M&L for loose filling of gravel of size 2mm to 4mm in recharge well as filter media including spreading, levelling, all as specified and directed. |
| 23 | M&L for loose filling with stone aggregate of guage 80mm to 150mm complete all as specified and directed. |
| 24 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed. |
| 25 | Removing excavated material soil/ ordinary rock to a distance n.exc. 50m and depositing where directed at a level n.exc. 1.5m above the starting point complete all as specified and as directed. |
| 26 | M&L for RCC pipes, 300 mm bore dia, class NP2, laid in trenches and jointed with collars in cement mortar 1:1 complete all as specified and as directed. |
| 27 | M&L for PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in concrete bed for 150 mm bore dia drain pipes, any type, including packing under and haunching against the sides of the pipes after they are laid & tested complete all as specified and as directed. |
| 28 | M&L for framed work such as grills grating etc with end of bars shoulderd and/or riveted .welded or forged into spikes, framed guard bars, iron doors, ladders framed balusters , walk ways. railings, frame work of water tanks and similar work conforming to Fe 290 Gde E-165 all as specified and as directed. |
| 29 | M&L for PCC (1:3:6) type C-1 with 20 mm gradded stone aggregate as in coping including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed by Engr in Charge. |
| 30 | M&L for PCC 1:2:4, type B2, using 40mm graded stone aggregate as in surfaces channels and drains all as specified and as directed. |
| 31 | Extra for forming fair finished drain or channel, 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and as directed. |
| 32 | M&L for felling of tree girth n. exc. 30 cm (measured one metre above ground level) including cutting of trunk, and branches and stacking of serviceable material and disposal of unserviceable material to a distance n exc. 50 m and clearing side complete all as specified and as directed. |
| 33 | Grubbing up tree trunk of tree girth n. exc. 30 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and as directed |
| 34 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed by Engr-in-Charge. |
| 35 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exc. 1.5 m but n. exc 3 m high from base complete all as specified and as directed by Engr-in-Charge. |
| 36 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exc. 3 m but n. exc 4.5 m high from base complete all as specified and as directed by Engr-in-Charge. |
| 37 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exc. 4.5 m but n. exc 6 m high from base complete all as specified and as directed by Engr-in-Charge. |
| 38 | Filling in including spreading, leveling watering and well ramming in layers n exc 25cm thick with approved excavated soil/ rock complete all as specified and directed. |
| 39 | M&L for 500 micron HDPE plastic sheet including necessary jointing ends with minimum overlap of 100mm and spreading, laying in existing pond and ends of sheet to be fixed properly in earth above the pond on all sides complete all as specified and as directed by Engr-in-Charge. |
| 40 | M&L for hard core of gauge not exc. 63 mm, deposited spread and levelled in layers n. exc. 15cm thick, including watering and rammed etc. complete all as specified and as directed. |
| 41 | M&L for PCC 1:2:4 type B-2 (using 20mm graded stone aggregate) finished even & fair as in floor and similar work complete all as specified and directed. |
| 42 | Excavation in post holes in any type of soil, each not exceeding 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick, watering and removing surplus soil to distance not exceeding 50 m and making good surfaces all as specified and as directed. |
| 43 | M&L for PCC 1:3:6, type C2, using 40mm graded stone aggregate as in foundations filling and mass concrete for fixing fencing posts and similar work all as specified and as directed. |
| 44 | S&F mild steel as in fencing posts/struts for securing barbed wire / chain link fencing of any description including drilling holes, notching for wire etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or rivetting and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 45 | S&F mild steel round bars (10mm dia) as line bars for fixing chain link fencing, conforming to FE 410 W( Gde-E-250) quality or FE 290 (Gde -E-165) complete all as specified and as directed. |
| 46 | M&L for machine made, mild steel bolts, 10 mm dia shank with hexagonal or square head at one end and screwed the other end or screwed both end, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm but n exc 10cm complete all as specified and as directed. |
| 47 | Supply only mild steel galvanised chain link fencing, made out of GI wire, size or type as approved, complete all as specified and directed.Notes :- (i) Dia and size of mesh shall be as approved by GE. (ii) Payment shall be allowed after ascertaining weight of chain link fencing as per actual at site by the BOO ordered by GE. |
| 48 | Fixing only chain link fencing wire mesh, any size and type to any standards, angle iron posts, rails, straining bolts including provision of binding wire etc. and fixed complete all as specified and as directed. |
| 49 | Material and labour for 80 mm GI tubing medium grade laid in trenches / floors or fixed to wall in any length with screwed and socket joints together with all galvanised GI fitting such as sockets, bends, elbows, tees, reducers, unions, jointing materials etc and pressure testing, Washing out complete all as specified and directed. |
| 50 | Supply and fix 80 mm sluice valve, double flanged and drilled CI body, heavy duty, class PN-1.6, steel spindles, operating wheel conforming to IS- 14846 with and including nut, bolts, washers, rubber gaskets complete all as specified & directed with matching flange etc complete all as specified and directed. |
| 51 | Supply and Install Monoblock pump set suitable for 415 V, 3 Phase of capacity 5 HP, discharge 1500 LPM @ 10 meter head including pipe connections/ reducers and foundation for vibration free working as per OEM directions and weather proof Pump protection enclosure for fitting out door all as per directed by Eng In Charge. |
| 52 | Supply, Laying and testing in replacement LT UG of size 25 sqmm 3.5 core XLPE insulated, PVC Sheathed ,ISI marked ,earthed system , armoured heavy duty ,electric cable with aluminium conductor, 1100 Volts grade in trenches / wall / floor / pole complete and making connection including suitable size aluminium lugs all as specified and directed by Engineer in charge. |
| 53 | Supply and installation of 3 Phase DOL starter suitable for 5 HP Mono block pump setincluding all standard protections like single phase, phase reversal and unbalancing and SPP all as per directyed by Eng In charge. Please Enable Macros to View BoQ information |
