PROVN OF DRAINAGE AND EXTN OF EXISTING DRAINAGE WITH CULVERTS, PROVN OF SOAKAGE PIT AND CERTAIN MINOR WORKS AT MIL STN JAISALMER

Amount

Excavating over areas not exceeding 1.5m deep and getting out soft/ disintegrated rock all as specified & directed by Engineer-in-Charge.

Excavating over area exceeding 1.5m deep but not exceeding 3.00m deep and getting out soft/disintegrated rock all as specified & directed by Engineer-in-charge.

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/ disintegrated rock all as specified & directed by Engineer-in-Charge

Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil all as specified & directed by Engineer-in-Charge.

Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock all as specified & directed by Engineer-in-Charge.

Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge.

Removing excavated soft/ disintegrated rock to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as directed & specified.

Removing excavated soft/ disintegrated rock to a distance exc. 250 m but n exc. 500 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as directed & specified.

M&L for modular brickwork with subclass `B' bricks straight or curved on plan exc 6 m mean radius in mud mortar complete all as specified

M&L for plain cement concrete (1:3:6) type C-1 (using 20 mm graded stone aggregate) as in surface channels and drains etc like including necessary forms/ moulds complete all as specified & directed by Engineer-in-charge.

M&L for plain cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete all as specified & directed by Engineer-in-charge.

M&L for plain cement concrete (1:2:4) type B-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete all as specified & directed by Engineer-in-charge.

M&L PCC 1:2:4 type B-1 using (20mm graded stone aggregate) as in coping etc and like, including weathering, slightly rounded or chamfered angles and throating as directed with and includings necessary form work complete all as specified and directed by Engineer-in-charge.

M&L for precast cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar 1:6 all as specified & directed.

M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) all as specified & directed.

Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses all as specified & directed.

M&L for rendering 15 mm thick plaster in cement mortar (1:4) on fair faces of brick work or concrete surfaces of walls and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-charge.

M&L for rendering 15 mm thick, plaster in cement mortar (1:4) on stone masonry wall surfaces or surfaces other than fair faces of brick work or one side of lathing and finishing the surface even and smooth without using extra cement all as specified & directed by Engineer-in-charge.

M&L for 150mm bore reinforced concrete pipes , class NP-2 laid and jointed complete with collars all as specified & directed by Engineer-in-charge.

M&L for 200mm bore reinforced concrete pipes , class NP-2 laid and jointed complete with collars all as specified & directed by Engineer-in-charge.

M&L for 450mm bore reinforced concrete pipes , class NP-2 laid and jointed complete with collars all as specified & directed by Engineer-in-charge.

M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 150mm bore pipe complete all as specified & directed by Engineer-in-charge.

M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 200mm bore pipe complete all as specified & directed by Engineer-in-charge.

M&L for precast cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in landings, shelves, cover slabs (manholes etc) and similar articls with plain faces, set in cement morat 1:4 with and including necessary form work complete all as specified & directed by Engineer-in-charge.

M&L for hardcore of gauge not exceeding 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified & directed by Engineer-in-Charge

Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping) for rough finished flat surfaces all as specified & directed by Engineer-in-Charge.

M&L for mild steel TMT bars 10mm dia & over cut to length, bend 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 & directed by Engineer-in-Charge.

M&L for mild steel TMT bars 6mm to 8mm dia & over cut to length, bend 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 & directed by Engineer-in-Charge.

M&L, reinforced cement concrete (design mix) M-25 grade (20mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and shelves etc all as specified & directed.

Supply only integral water proofing compound all as specified & directed by Engineer-in-charge.

M&L for rendering 10mm thick plaster on brick or concrete surface of walls in CM (1:4) finished the surface even & smooth without using extra cement complete all as specified & directed.

M&L for 75 mm thick cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in sub base of flooring/ hard standing path & finishing the surface even & fair without using extra cement all as specified & directed by Engineer-in-Charge.

M&L 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified & directed by Engineer-in-charge.

S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors as waste & vent pipes complete all as specified & directed by Engineer-in-charge.

S&F 110mm bore PVC (SWR) single socketed in any length with rubber ring joints & fixed to walls all as specified and directed by Engineer-in-charge.

S&F 110mm bore PVC (SWR) vent cowl all as specified & directed by Engineer-in-charge.

S&F, 110 mm bore (SWR) PVC bends any radius complete as directed by Engr-in-Charge.

S&F, 110 mm bore (SWR) PVC (SWR) junction single, (Single T) equal or unequal complete as directed by Engr-in-Charge.

Excavating in post holes (or similar holes) in any type of soil, each not exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm, watering and removing surplus soil to a distance n.exc 50 Mtr and making good surface all as specified and directed.

S&F steel work in tubular trusses including special shaped washer etc, complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St-240 all as specified and directed.

S&F Plates (Plain or chequered) channels, Square cut or notched (ordinary and counter sunk) forming holes, without any attachment. Fe 410-W (Gde-E-250) quality -A all as specified and directed.

S&F rolled mild steel joist, channel, angle or tee sections, fixed independently, without connecting plates, etc (cut to ordinary lengths i.e. within 20mm of the length indicated) conform to Fe 410-W (Gde E-250 quality-A) complete all as specified & directed by Engineer-in-charge.

S&F rolled mild steel roof trusses (framed), trussed, purlins, crane, gantries, rails and fastening and heavy bracket framing (Beams, tee, angle, channel or flat sections) including distance pieces, cleat etc conforming to Fe-410-W Gde E-250 quality-A all as specified & directed by Engineer-in-charge.

M&L, pre-painted galvalume aluminium zinc coating GI based corrugated steel sheeting 0.50 mm thick any colour having tensile strength 550 Mpa as in roof coverings/cladding to wall, fixed with self tapping screws etc complete all as specified & directed by Engineer-in-charge.

M&L for preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed.

M&L for preparation of new plastered or unplastered surfaces of walls and applying two coats of cement base paint over a coat of cement primer all as specified & directed by Engineer-in-charge.

Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator) 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 1.5m all as directed by Engineer-incharge.

M&L for cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in surface channels and drains etc like including necessary forms/ moulds complete all as specified & directed by Engineer-in-charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified & directed by Engineer-in-charge.

M&L for rendering 15 mm thick, plaster in cement mortar (1:6) on stone masonry wall surfaces or surfaces other than fair faces of brick work or one side of lathing and finishing the surface even and smooth without using extra cement all as specified & directed by Engineer-in-charge.

M&L for reinforced cement concrete (1:1.5:3) type A-1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves complete all as specified & directed directed by Engineer-in-charge.

M&L for point wiring with two single core PVC insulated unsheathed multistranded copper cable of size 4.0 Sqmm 1100 Volts grade drawing into and incl PVC cassing capping with all accessories and one single core PVC insulated unsheathed multi stranded copper cable of size 4.0 sqmm, 1100 Volts grade as earth continuity conductor connected to common earth dolly termination directed for sheet metal enclosure box complete all as specified & directed by Engineer-in-charge.

S&F sheet metal enclosure Geyser / AC Box having 20 Amp MCB SP as incomer complete all as specified & directed by Engineer-in-charge.

Supply & fix water heater storage type (Geyser) vertical type, inner container of capacity 50 ltrs, power Consumption 2.0 KW, BEE 5 star rated pressure rating >8 Bar electrically operated, AC 230 Volts ,including as per site required Nos of fashner nuts required suitable size fixed in brick wall complete all as specified and directed .BEE 5 star rated.Make: Havells Cat pot No : Monza DX GHWAMGSWH050 or in equivalent in Appx 'C'list of makes.

M & L for PVC connection pipe chromium plated 15 mm dia both end threaded incl brass coupling bolt cone washer complete , length of pipe is not less than 450 mm suitable for Hot/ cold water system complete all as specified & directed by Engineer-in-charge.

S & F for GI tubing 15 mm dia medium grade galvanised laid in wall ceiling & Floor including all fittings complete all as specified & directed by Engineer-in-charge.

S & F for Bib cock 15 mm dia cast copper alloy with butter fly handle, screwed down, screwed one ends for pipe of 15 mm dia complete all as specified & directed by Engineer-in-charge.

S & F for Stop valve 15 mm dia cast copper alloy with butter fly handle, screwed down, screwed both ends for pipe of 15 mm dia complete all as specified & directed by Engineer-in-charge.

M & L for submain wiring with approved colour code/as per IS (Red,black & green for single phase) circuit with two single core PVC insulated cable with multistranded copper conductor of nominal cross sectional area of 6.00 Sqmm (FRLS) in casing caping including one run of PVC insulated multistranded copper conductor nominal cross sectinal area of 6.00 Sqmm (FRLS) of continous earth wire green in colour complete all as specified & directed by Engineer-in-charge. (Note :- Two runs of 6.00 Sqmm cable, one run of casing caping & one run of earth wire 6.00 Sqmm cable shall be paid as one unit length)

S&F double door MCB distribution board SPN, 240 volts, 4 ways powder coated, CRCA steel sheet constructed as per IS : 8623, degree of protection IP 43 - IK 09 with metal door, recess mounted, having insulated 100 amp tinned copper bus bar, neutral busbar, earth bar, din bar, detachable gland plate, interconnection, earthing connection, blanking plates in unused spaces as required complete all as specified & directed by Engineer-in-charge.

Supply and fixing MCB's single pole and neutral 32 Amps, 240 Volts, 10 KA rapturing capacity 'C' curve complete all as specified & directed by Engineer-in-charge.

Supply and fixing MCB's single pole 20 Amps to 32 Amps, 240 Volts,10 KA rapturing capacity 'C' curve complete all as specified & directed by Engineer-in-charge.

BHAGWATI CONSTRUCTION

Leelashah Enterprises