PROVN OF UNDER GROUND WATER TANK 30 KL NEAR BORE WELL AT MIL STN PALCHAN UNDER AGE I R AND D MANALI

Amount

Surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in hard dense soil complete all as specified and as directed by Engineer-in-Charge.

Excavating over areas, n exc 1.5 m deep and getting out in hard dense soil complete all as specified and as directed by Engineer-in-Charge.

Excavating over areas, exc 1.5 m n exc 3.0 m deep and getting out in hard dense soil complete all as specified and as directed by Engineer-in-Charge.

Cement concrete in foundations, filling and mass concrete type D-2, 1:4:8, 100 mm thick as in sub base/ Fdn complete all as specified and as directed by Engineer-in-Charge.

Use and waste of formwork to the sides of concrete footing, base of columns, plinth beams and similar work for rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.

Use and waste of formwork to the sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.

Use and waste of formwork to sides and soffits of beams, bands and the like for fair finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.

Formwork to faces of walls, retaining walls, abiutments, parapets and stair case railing and similar works including attached pillaasters, buttresses etc. vertical or to batter complete all as specified and as directed by Engineer-in-Charge.

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) complete all as specified and as directed by Engineer-in-Charge.

M&L for RCC M-30 (using 20mm garded stone agg) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for RCC M-30 (using 20mm garded stone agg) as in column, pillars, piers, posts and structs etc.complete all as specified and as directed by Engineer-in-Charge.

M&L for RCC M-30 (using 20mm graded stone aggregate) as in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed by Engineer-in-Charge.

M&L for RCC M-30 (using 20mm aggregate) for 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 as directed by Engineer-in-Charge.

M&L for RCC M-30 (using 20mm garded stone aggregate) as in beams, and the like complete all as specified and as directed by Engineer-in-Charge.

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 by Engineer-in-Charge.

All as per item No. 15.00 above but 6mm dia to 8mm dia.

All as per item No. 15.00 above but 5mm dia and over upto 10mm dia as in stirrups, spacers and binders.

M&L for rendering 15mm thick on Stone masonry or surface other than fair faces of brick work surfaces in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.

M&L for applying two coats of cement base paint,over a coat of Primer on new wall surface including preparation of surface complete all as specified and as directed by Engineer-in-Charge.

M&L for removing excavated material to a distance exc 250m and n. exc 500 m and depositing spreading, levelling groud where directed at a level n. exc 1.5m above the starting point complete all as specified and as directed by Engineer-in-Charge.

M&L for returning filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25 cm in hard/ dense soil complete all as specified and as directed by Engineer-in-Charge.

M&L for pre-cast RCC (1:2:4) type B-1 (using 20 mm graded aggregate) manhole cover slab, set in cement mortar (1:4) including all necessary form work ccomplete all as specified and as directed by Engineer-in-Charge.

M&L for Cement concrete type B1b(1:2:4) using 20 mm graded aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as 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 and as directed by Engineer-in-Charge.

S&F cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, on brick walls 110 mm dia with cement joints, laid in trenches or in floors complete all as specified and as directed by Engineer-in-Charge.

S&FCast iron vent cowl 110 mm bore complete all as specified and as directed by Engineer-in-Charge.

M&L for hard core of gauge n.exc 63mm, with broken stone aggregate, deposited, spread and levelled in layers n.exc 15cm thick, watered to a true surface complete all as specified and as directed by Engineer-in-Charge.

M&L for 75mm thick PCC type C-2, (1:3:6) using 40mm graded stone aggregate as in plinth protection complete all as specified and as directed by Engineer-in-Charge.

S&F framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.

M&L for 100mm thick M 20 design mix using 20mm graded stone aggregate with using WPC as in floor laid finishing the surface even and smooth complete all as specified and as directed by Engineer-in-Charge.

M&L for rendering 12mm and 10 mm thick in two layer Rendering 10mm thick on fair faces of brick work or concrete surfaces in CM (1:3) with using WPC finished even & smooth (Without using extra cement) complete all as specified and as directed by Engineer-in-Charge. Note :- Time Interval between 2 layer is minimum 24 Hrs.

Excavation in post holes (or similar holes) in Hard /Dense Soil, each not exceeding 0.50 cum and getting out, returning, filling in and well ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, including watering and removing surplus soil to a distance not exceeding 50m away from the starting point and making good surfaces complete all as specified and as directed by Engineer-in-Charge.

M&L for PCC (1:3:6) type C-2, (using 40mm graded stone aggregate) as in foundation, mass fillings for posts/struts etc.complete all as specified and as directed by Engineer-in-Charge.

S&F for Steel work in tubular trusses including special shaped washer etc steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) . complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and as directed by Engineer-in-Charge.

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) GDE Fe 410-0 W (Gde E-250 quality-A) complete all as specified and as directed by Engineer-in-Charge.

S&F plates (plain or chequered) channels, square cut or notched(ordinary and counter sunk) forming holes, without any attachment of Fe 410-W ( Gde-E-250 quality-A) complete all as specified and as directed by Engineer-in-Charge.

S&F wind ties for roof including securing bolts including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-Charge.

S&F pre painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge.

M&L for preparation of steel surfaces exceeding 10 cm with or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge.

Supply only Liquid waterproofing compound complete all as specified and as directed by Engineer-in-Charge.

S&F 12mm thick PVC water Bar for construction joint in water Tank complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5mtr. In depth and not exc 1.5mtr in width and getting out in soft/ loose soil for laying of cable etc complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material/ surplus soil and depositing where directed at a distence not exceeding 50mtr.at a level not exceeding 1.5 mtr from strting point complete all as specified and as directed by Engineer-in-Charge.

Supply lay/spread in trenches, river sand ,clean ,including spreading ,levelling ,punning for laying /cushioning of cables complete all as specified and as directed by Engineer-in-Charge.

Supply lay in trenches fly ash bricks, old size sub class “B” for cable protection complete all as specified and as directed by Engineer-in-Charge.

Supply, lay in trenches, floors ,fix on wall/pole, passing through pipes etc., LT UG cable, 1100 volts grade, PVC/ XLPE insulated , with multistranded aluminium conductors, armoured with galvanised steel wire or tape, of following nominal cross sections, confirming to IS specifications:-

(a) 4.0 Core 16 Sq.mm complete all as specified and as directed by Engineer-in-Charge.

Supply and laying double walled corrugated (DWC) HDPE duct pipe of 110 mm outer dia conforming to IS 14930 Pt II of approved colour complete with fittings for cable protection complete all as specified and as directed by Engineer-in-Charge. Make Dura line /finolex/Tele Rex

M&L electrical earthing complete with GI plate Electrode of size 60 Cm X 60 Cm X 6.3 mm thick burried directly in ground vertically at a depth not less than 2.25 mtr. below normal ground level, with top edge of earth plate at a depth not less than 1.5 mtr. below normal ground level , connected to Aluminum strip of size 25 X 3 mm earth lead by means of bolts, nuts and washers of galvanised iron , earth lead strip protected by means of 32 mm bore dia light grade GI pipe up to switch board / panel board , all as specified and shown in MES schedule Electrical Plate No:-5 of SSR Part I, including excavation and earth work in any type of soil, PCC 1 :2:4 type C1 in chamber, RCC 1:2:4 type C1 40 mmthick cover slab with 6 mm dia MS bars at 100 mm centre to centre both ways,with 6 mm dia MS hook, Charcoal dust, salt , funnel for watering complete and testing the Earth resistence and writing on the chamber by paint complete all as specified and as directed by Engineer-in-Charge.

M&L Mono block Pump motor MB series MBK22 capacity of pump 2 HP, 1.5 KW, 415 Volts, 3 phase, pump size 50 x 40 mm with head range of 105 to 18 mtr height with discharge capacity of 350 to 200 LPM with provision of rain proof covering with locking arrangement and PCC foundation of appropriate size complete all as specified and as directed by Engineer-in-Charge. Make:- Crompton/ Kirloskar

M&L for motor starter type BE-1, coil voltage 280/415V, relay range 6-10 Amp Three Phasecomplete all as specified and as directed by Engineer-in-Charge. The panel board should be of size to consist the following:- Make:- Havells/IndoAsian.

Supply laying jointing, threading 40 mm bore GI tubing medium grade laid in trenches with socket joint together with and including all fittings (Such as bend, elbow, tees, short pices connector, caps, plug and union etc) by cutting welding etc complete all as specified and as directed by Engineer-in-Charge. Make:- JINDAL/TATA/PRAKASH.

M&Lfor gun metal globe or gate valve 40mm bore with iron wheel head screwed both ends for pipe line and fixing complete all as specified and as directed by Engineer-in-Charge. Make:- BIR/ PRAKASH.

NATHU RAM AND SONS