PROVISION OF RETAINING WALL IN LIEU OF COLLAPSED STONE MASONRY WALL IN KHYBER AREA AT JUTOGH CANTT UNDER GE (I) JUTOGH

Amount

Demolition of Brickwork or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

Demolition of Brickwork or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but including ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

Demolition cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.

Earth work in excavation in all kind of soil by mechanical means (Hydrolic Excavator ) over areas (exceeding 30 cm in depth , 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift upto 1.5 m complete all as specified and directed.

Earth work in excavation in all kind of soil by mechanical means (Hydrolic Excavator ) over areas (exceeding 1.50m but n. exc. 3.0m in depth , 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift upto 1.5 m complete all as specified and directed.

Earth work in excavation in all kind of soil by mechanical means (Hydrolic Excavator ) over areas (exceeding 3.00m but n. exc. 4.50m in depth , 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift upto 1.5 m complete all as specified and directed.

Earth work in excavation in all kind of soil by mechanical means (Hydrolic Excavator ) over areas ((exceeding 4.50m but n. exc. 6.00m in depth , 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift upto 1.5 m complete all as specified and directed.

Excavation over area in hard/dense soil for foundation etc. exceeding 10 sq. m on plan and n exc 1.5m in depth and getting out, complete all as specified and directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each, complete all as specified and directed.

Removing of surplus soil / excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified and directed.

M&L for plain cement concrete M-25 Design MIx, using 40mm graded stone aggregateas in walls, retaining walls, basement walls, ballast walls and the like, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed.

Use & waste Formwork to fair finished surfaces of concrete walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters etc complete all as specified and directed.

M&L for TMT bars 10 mm dia and over as in reinforcement, cut to length bent to shape required including cranking,bending spirally for hooping for column,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia secured with clips, complete all as specified and directed .

Supply only PVC (SWR) pipes, 75mm bore, in any length laid in weep holes in retaining wall complete all as specified and directed.

M&L for hand packing (any thickness) at back of walls over arches etc., complete all as specified and directed.

Supply only 25 mm thick pre-formed bituminous fillar board fixed as in expansion joint in retaining wall and boundry wall etc complete all as specified and directed.

Supply and laying of drainage composite for use behind walls, between two different fills, along side drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo binding a draining core in extruded monofilaments with two filtering non oven geo textiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.20mm with two filtering UV stabilized Polypropylene non oven Geo textile of minimum thickness of 0.75mm characteristic opening size (O90) of 110 micron and tensile strength of 8 KN/M2 that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.10 Ltr/(m.s) at hydraulic gradient of 1.0 and 20 Kpa pressure and tensile strength of 18 KN/M2, with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification complete all as specified and directed.

Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed..

M&L for plain cement concrete 1:4:8, type D-2, using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete, for steel pole with and including using necessary use and waste of form work or leveling course, under tiles or in any required work, complete all as specified and directed.

M&L for screed bed or bedding layer of mortar 20 mm thick for laying floor finishes in cement mortar 1:6 on concrete surfaces, complete all as specified and directed.

M&L for chequered cement concrete tiles 300x300x 22-25mm thick, set, jointed and pointed in neat cement slurry With mixture of white & grey cement pigments equal proportions and no pigments in floors complete all as specified and directed.

Excavation in trenches in hard/ dense soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth; for foundation, shafts, wells, cesspits, manholes, pierholes, etc. n. exc. 10 sqm on plan and getting out complete all as specified and directed.

M&L for PCC 1:2:4, type B-0, using 12.5mm graded crushed stone aggregates as in surface channels & drains inside the manhole, coping, benching and the like, including use & waste of formwork, complete all as specified and directed.

Extra for forming fair finished drains or channels 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped ends, complete all as specified and directed.

M&L for providing precast cement concrete 1:2:4, type B-0, using 12.5 mm gradded crushed stone agreegate set in cement mortar 1:4 in but in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, complete all as specified and directed.

M&L for brick work using using burnt clay bricks of sub class-'B' ,class designation 75, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:4) , complete all as specified and directed.

M&L for mild steel TMT bars 6 to 8 mm dia , 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 then 0.9 mm dia, complete all as specified and directed.

M&L for rendering 15 mm thick in cement mortar 1:4, on brick or concrete surfaces, trowelled to even and fair finish without using extra cement with and using water proofing compound, complete all as specified and directed. Note: Supply only water proofing compound will be measured & paid for separately.

Supply only integral water proofing compound ISI marked, complete all as specified and directed.

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

M&L for reinforced concrete pipes,150 mm bore, class NP3, laid and jointed complete with collars laid in trenches at any depth including jointing and testing, complete all as specified and directed. Note: Excavation and earthwork shall be measured and paid separately.

Formwork to drain foundations and side for fair finished surfaces of concrete, complete all as specified and directed.

M&L for PCC 1:2:4, type B-1, using using 20mm graded crushed stone aggregate as in PCC drains, complete all as specified and directed.

M&L for PCC 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in coping, benching in manholes including weathering, slightly rounded or chamfered angles and throating etc with and including using necessary use and waste of formwork (straight or curved) complete all as specified and as directed.

Extra forming fair finished drain channel 45 cm inner grith in cement concrete using extra cement including forms, complete all as specified and directed.

S&F 450mm dia bore reinforced concrete pipes, class NP-2, laid and jointed complete with collars, complete all as specified and directed.

S&F bends for 450 mm dia reinforced concrete pipes, class NP-2, laid and jointed, complete all as specified and directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed.

Fixing only Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;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 riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed.

Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr deep in any type of soil and getting out for underground cable/ erection of poles, stays , trench etc., complete all as specified and directed.

Supply, fixing or laying HDPE (DWC) tubing 100 mm dia as per IS:16205, Part-24 fixing on poles, walls under floors, laying on surface etc as reqd at site including clamps to hold pipe at position complete all as specified and directed. Note: All items and accessories , bend, joints, nut bolts, clamps for wall fixing as per site requirement etc are incl in quoted rates.

All as per srl item No 41.00 above but for 50mm dia, complete all as specified and directed.

Disconnecting & taking out defective underground cable any size and any type from trenches, pole, pipe, floor, wall etc., complete all as specified and directed. Note: Old cable may different size and length and credit will be given as actual obtained from site.

Supply and laying, connecting and testing in replacement XLPE underground cable insulated, and overall sheathed with aluminium conductor heavy duty 1100 volts grade 95 sqmm 3.5 core laid in trenches/ on poles/ road crossing or passing through existing/new pipe under road crossing, clamping on wall etc. Note: (i) Earth work, removing, returning filling and pipe will be measured and paid separately. (ii) Cost of laying electrical cable through new/existing pipe under road, buildings, railway tracks, highways are incl in the quoted rates. (iii) All equipments, machinery or tools if required for laying electrical cable through new/existing pipes are provided by the contractor without any extra cost.

All as per srl Item No 44.00 above but for cable of size 50 Sqmm, 3.5 core, complete all as specified and directed.

All as per srl Item No 44.00 above but for cable of size 35 Sqmm, 3.5 core, complete all as specified and directed.

All as per srl Item No 44.00 above but for cable of size 25 Sqmm, 4 core, complete all as specified and directed.

M&L for earthing complete with galvanised steel earth plate electrode 600 x 600 x 6.0 mm thick burried directly in gorund (earth pit not less than 2.25 Mtr normal ground level),and top edge of earth plate not less than 1.5 mtr below normal ground level, using galvanised iron strip 32×6mm with bolts, nuts & check nuts, and washers of galvanised iron protection pipe light grade of 40 mm dia and watering pipe medium grade of 20 mm dia and filled with alternate layer of charcoal and common salt, watering funnel with wire mesh, earth pit chamber and cover CI frame PCC 1:3:6 type C-2 all as shown in electrical plate No-3 of SSR part-I of 2009 connected to earthing test point, including all earth work excavation, returning filling and disposal of surplus soil and testing on completion complete all as specified and directed.

S&F cable jointing kit for 1.1 KV grade cable for outdoor termination , heat shrink type, joint complete with jointing material and accessories suitable for 3.5 / 4 core XLPE, armoured, Al conductor cable of size 25-50 sqmm, complete all as specified and directed.

All as per Srl Item No 49.00 above but for cable of size 70 to 150 sq mm, 3.5/4 core complete all as specified and directed.

Supply and fix cable jointing kit for 1.1 KV grade cable for outdoor straight through, heat shrink type, joint complete with jointing material and accessories suitable for 3.5 / 4 core XLPE, armoured, Al conductor cable of size 25-50 sqmm, complete all as specified and directed.

All as per Srl Item No 51.00 above but for cable of size 70 to 150 sqmm, 3.5/ 4 core complete all as specified and directed.

M&L for shifting of LT panel to desired location as directed by Engr-in-charge after disconnecting the electric connections and reconnecting the proper electric connections complete all as specified and directed.

Dismantling steel poles/struts, any size and relocating/erecting the same at desired location complete all as specified and directed.

M/S kuldeep kumar khullar

Ajinkya Constructions