GE 861 EWS-43/2023-24

Amount

Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil, complete all as specified and directed.

Excavation over areas not exc 1.5m depth and getting out in any type of soil, complete all as specified and directed.

All as per srl item No-2 here in above but exc 1.5m & n.exc 3.0m in depth.

Excavation in trenches n exc 1.50m wide and n exc 1.50m in depth for foundation etc or for shaft wells, cesspits manholes pier holes etc n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in any type of soil, complete all as specified and directed.

All as per srl item No 4 here in above but exc 1.5m & n.exc 3.0m in depth.

Returning filling in (soil) including spreading, levelling , watering and well ramming in layers n exc 25cm thick, complete all as specified and directed.

Removing of surplus soil to a distance n exc 50 mtr and depositing where directed at a level n exc 1.5 mtr above the starting point, complete all as specified and directed.

PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified.

RCC M-30 design mix using 20 mm graded aggregate in foundations, including rafts, footings, foundation beams, plinth beams, base for columns, etc basements slabs under rammed piles and mass concrete complete all as specified and directed.

RCC M-30 design mix using 20 mm graded aggregate as in beams, cantilevers, bressummers lintels over 1.5 m span complete all as specified and directed.

RCC M-30 design mix using 20 mm graded aggregate in column, pillars, piers, posts and struts complete all as specified and directed.

Form work to sides of concrete foundations, footings, bases of columns, raft beams sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter complete all as specified and directed.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and directed.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finish surface of concrete square, rectangular or polygonal complete all as specified and directed.

MS TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not les than 0.9 mm dia or securing with clips quality conforming to complete all as specified and directed.

MS TMT Bars of 5 mm dia and over up to 10 mm dia in stirrups, spacers and binders, cut to length bent to shape required including cranking, binding spirally for hooping for columns hooking ends and binding with and including MS wire annealed not less than 0.9 mm dia or securining with clip complete all as specified and directed.

Hard core of broken stone or boulders of guage exc 63mm but n. exc 100mm, deposited, spread and levelled in layers n. exc 15 cm thick, watered and rammed to a true surface, complete all as specified and directed.

Rolling over hard core surface with 8 to 12 tonne power roller n exc 150mm compacted thickness, complete all as specified and directed.

Brick work with sub class 'B' bricks straight or curved on plan, exceeding 6m mean radius with old size bricks, built in cement mortar 1:6, complete all as specified and as directed.

10mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 finished the surface even and smooth without using extra cement, complete all as specified and directed.

15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 finished the surface even and smooth without using extra cement, complete all as specified and directed.

Galvanised , 2 strand , steel barbed wire, 2.24 mm dia barbed with 2 mm dia barbs, 75 mm spacing and straining and fixing to any type of standard rails and straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire complete all as directed. Note:(Each line of wire to be measured)

25mm thick pre-formed filler for crumple joint, complete all as specified and directed.

75mm thick PCC 1:3:6 Type C-2 (40 mm graded stone aggregate) as in sub-base of floors, complete all as specified and directed.

0.71mm thick plain, aluminium sheeting, in crumple joint, complete all as specified.

80mm thick factory made machine pressed precast concrete coloured interlocking paver block with grey cement and pigment, any shape, size and design as approved by Engr-in charge confirming to IS 15658-2006, M-35 grade, complete all as specified and directed.

Sand filling under floors or in foundation including watering and consolidation, complete all as specified and directed.

PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges, complete all as specified and directed.

Mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or rivering, etc., and similar work confoming to FE-290 Gde E-165 including taking out old posts of any description all as specified and directed.

110mm bore dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors etc, complete all as specified and directed.

Preparation of new plastered or unplastered surfaces of wall and applying two coats of cement base paint over a coat of alkali-resistant priming coat, complete all as specified and directed.

Preparation of new or previously untreated steel surface any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Preparation of surfaces of any description wood/steel,iron etc exc 10cm in width or girth and applying one coat of black bituminiuous paint on embedded steel post portion, complete all as specified and directed.

Sand cushioning to cable with dry fine sand in trenches 8 cm below the cable and 15 cm above the cable after laying, complete all as specified and directed.

Reinforced precast concrete cable cover, class LV, Type I, flat, size 250mm x 150mm x 40mm, complete all as specified and directed.

PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete (rounded or chamfered on edges), complete all as specified.

Steel tubular swaged pole with cast iron base plate finial tapper plug, bolts nuts and screws and specified type 410-SP-55 ( 11 Mtr long) swan neck type in truly vertical position 1.5 m length of pole above ground level shall be painted with two coats of synthetic enamel paint in strips of 30 cm width, black and yellow alternatively and painting with two coats of aluminum paint over a coat of red oxide primer on rest part of pole and its connected parts complete all as specified laying GI pipe light grade for cable protection and fixing to existing pole with flat iron clamp 25x3mm including nuts bolts and washers etc complete of 40mm dia including taking out old unserviceable pole, complete all as specified and directed.

1100 volt grade heavy duty XLPE cable with PVC insulated aluminium conductor served with inner sheathing of PVC tape armoured with galvanized steel strip or wire and overall PVC sheathed of size 240 sqmm nominal cross section 3.50 core laid in trenches, fixed to pole or passing through pipes including all necessary clamps, nuts, bolts washers complete all as specified and directed. Note- Earth work and protection work shall be measured and paid for separately under respective items of BOQ.

All as per srl item No 38 here in above but 185 sqmm nominal cross section 3.50 core.

All as per srl item No 38 here in above but 95 sqmm nominal cross section 3.50 core.

Supply and laying 80mm dia GI tubing light grade with all fitting laid in trenches or fixed on wall or along pole complete for protection of electric cable/strip, complete all as specified and directed.

Supply, installation, commissioning and testing of LT Outdoor type panel board (factory made of approved CPRI) not less than 150cm x 100cm x 60cm mounted outdoor made out of CRCA sheet 3.15mm thick dust proof, powder coated from both side, individual door, factory locking system with two side ventilation suitable for working on 415 volt AC supply including bus bar chamber and copper bus bar of capacity 1000 Amps rating for phase and neutral mounted on hygroscopic insulator fixed in a separate bus bar chamber separate compartment for incoming and outgoing feeder prewired with suitable size of copper conductor cable including fitted on 50x50x6mm angle iron channel with PCC foundation and provision of lugs and bushing for housing, complete all as directed and suitable to accommodate the following switch gears and meters:- (a) MCCB 4P 400 Amps, 36 KA-01 No (Incomer) (b) MCCB 4P 250 Amps, 36 KA-01 No (Out going) (c) MCCB 4P 160 Amps, 36 KA-02 No. (Out going) (d) Multi functional digital Voltmeter and ampere meter including suitable and appropriate CTS- 01 Set (e) LED indication lamps (R,Y,B) LED type - 1 set

Earthing complete with galvanised steel earth plate electrode of size 600mmx600mmx6mm thick buried directly in ground less than 3.0m deep below normal ground level as earth electrode with top edge of the earth plate not less than 2.25mtr below ground level using GI strip 32x6mm as earth continuity conductor connected to earth plate by means of welding, GI thimbles, nuts, bolts & washers all as directed including providing earth wire protection pipe GI light grade 40mm dia from earth plate to main switch board/panel, watering pipe 20mm dia with wire mesh and funnel at top, earth pit and RCC pit cover with handle of angle iron frame of size 40 x 40 x 6mm in PCC 1:3:6 adequate quantity of charcoal dust and salt and kalmi shore all around the earth plate, earth work in any type of soil remaining surplus excavated material all as required at site and specified in EP No 3 of SSR part I 2009 or directed by Engineer-in-charge and incl testing on completion. NOTE :- (i) Item of earthing includes cost of 7.5 m long copper strip of size 32x6mm with protection pipe of 40mm dia GI light grade, any variation in length shall be adjusted through deviation order based on SSR rates enhanced by -10.0%(Minus) (ii) On testing after completion of earthing if the desired earth resistance is not obtained earthing will be re-done by the contractor at his own risk and cost.

Earthing complete with galvanised steel earth plate electrode 60 cm x 60cmx6mm thick buried directly in ground (earth pit not less than 2.25 metres deep below normal ground level) with top edge of plate not less than 1.5 meters below normal ground level. connecting to the GI wire 4 mm dia by means of bolls, nuts, check nuts and washers of galvanised iron and earth wire protected by provision of GI light grade pipe 15mm bore including provision of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM weight not less than 4 Kg/Sqm) and frame of angle iron 25x25x6mm with lugs 02 Nos and handle of 6mm dia MS bar made to shape, GI medium grade 20mm bore pipe for watering , perforated at bottom. 1.75 metre long placed on top edge of earth plate. charcoal and common salt filling with fixing arrangement, funnel wire mesh and earth work in soft soil returning filling in and removal of surplus soil to a distance not exceeding 50 meters all as per electrical plate 3 of SSR-2009 Part-I and connecting to earth test point all as specified or indicated including testing on completion. NOTE :- (i) Item of earthing includes cost of 7.5 m long GI wire of size 4 mm dia with protection pipe of 15mm dia GI medium grade, any variation in length shall be adjusted through deviation order based on SSR rates enhanced by (-) 10.0%. (ii) On testing after completion of earthing if the desired earth resistance is not obtained earthing will be re-done by the contractor at his own risk and cost.

M/S Sofi Brothers

M/S AKMAL CONSTRUCTIONS

M/S Tajamul Ah Buchh