REPAIR TO SUMP ROOM, PUMP HOUSE BUILDING CEILING SUNSHADE CHHAJJAS AND PROTECTION TO CERTAIN BLDGS OF KV NO 1 AT ARMAPUR ESTATE KANPUR

Amount

Demolition of concrete of any description and in any position, not otherwise specifically provided for incl. lime concrete, mud phuska etc complete all as specified and directed.

Demolition of reinforced cement concrete of any description and in any position all completed all as specified and directed by Engr in charge (reinforcement cut as required to facilate demolition)

Taking down cement or lime cement plaster on brick or stone or concrete walls & ceilling surfaces, etc. at any height including raking out joints, hacking for key, scrubbing down with water, etc. completed all as specified and directed by EIC.

M& L for taking down/scraping out all loose and weak mortor or concrete by chiseling wire brush or any other pre applied mortar to expose the reinnforcement including cement plaster from any height of RCC ceiling complete all as specified and directed at site including erection of necessary scaffolding upto required height to carryout the work smoothly all as directed.

M&L for providing and fixing additional reinforcement of MS cold twisted deformed IS-1786 (or TMT bars) 8mm dia and over cut to length, bent to shape as required in places wherever necessary by welding to existing reinforcement etc complete all as specified and directed at site

M&L for providing and fixing wire netting of mild steel wire mesh of size 25mmx 25mm and 1.40mm dia fixed with tinned tacks of wire staples to existing old reinforcement whereever necessary in place of new reinforcement bars by welding for supporting the concrete including necessary scaffolding as required complete all as specified and directed by Engr-in-Charge

M&L for pressure shortcreting 20 - 40mm thick in CM 1:3 to all affected area of RCC ceiling using 6mm aggregate downwards and including necessary scaffolding for the height from ground to bottom dome using polymer based shortcreting chemical @ 2% by weight of cement and finished the concrete surfaces at edges and corners and as directed by Engr-in-charge. (Note : Shotcreating/guniting at a height up to appex of ceilings)

M&L for 15mm thick rendering in cement mortar 1:4 as on brick or concrete walls surfaces. finished even and smooth without using extra cement complete all as specified and directed.

M&L for 15mm thick rendering in cement mortar 1:6 as on brick walls finished the surface even and smooth w/o using any extra cement all as specified.

M&L for 10mm thick rendering in cement mortar 1:3 as on ceiling and finished even and fair without using extra cement complete all as specified and directed..

M&L for 10mm thick rendering in cement mortar 1:4 as on ceiling and finished even and fair without using extra cement complete all as specified and directed..

Demolition of reinforced cement concrete of any description and in any position all completed all as specified and directed by Engr-in-charge (reinforcement cut as required to facilate demolition)

Use and waste the square, rectangular. 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,parapets, chajjas etc fair finished surfaces of concrete completed all as specified and directed by Engr-in-charge

M&L Mild steel TMT Bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to GD-I. IS-432 (Part I)

M&L for mild steel TMT bars 8mm 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 than 0.9mm dia or securing with clips completed all as specified and directed by Engr-in-charge

M&L for reinforced cement concrete (nominal mix) type A-1 1:1.5 : 3 (20mm graded stone aggregate) as in chajjas/parapets completed all as specified and directed by Engr-in-charge

M&L for plain cement concrete 1:2:4, type B-0 (using 12.50 mm graded stone aggregate) as in roof, kerbs or mud stops, benching etc; rounded or chamfered angle complete all as specified and directed.

Cutting grooves in V-section in existing roof or terracing, cleaning out and grouting with cement & sand mortar 1:3, cutting depth not exc 10cm girth complete all as specified and directed.

Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store completed all as specified and directed by engr-in-charge (measured overall as fixed along the centre line over fittings and accessories)

S/F 150mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls completed all as specified and directed by engr-in-charge

Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook & pintel hinges; large hasps & staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way & three way straps,plate washers & similar small articles conforming to Fe290-0 Gde E-165

S/F 150mm dia PVC (SWR) bends any radius completed all as specified and directed by engr-in-charge

S/F 150mm dia PVC (SWR) shoes any radius completed all as specified and directed by engr-in-charge

Demolition of existing water proofing treatment all as directed & specified and removing rubbish and cleaned the roof surface completed all as specified and directed by engr-in-charge

M&L for plain cement concrete 1:2: 4 type B1 (20 mm graded stone aggregates) on roof completed all as specified and directed by engr-in-charge

M&L for plain cement concrete (1:2:4) type B-0 (using 12.5mm graded stone aggregate) as in roof kerb, copings water troughs and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and directed.

M&L for precast cement concrete type B1:2:4 reinforced type B1 using 20mm graded stone aggregate as in manhole / drain covers lintels RCC chajjas, and sunshade etc complete all as specified and directed.

Demolition of concrete of any description and in any position, not otherwise specifically provided for incl. lime concrete, mud phuska etc complete all as specified and directed.

M&L for plain cement concrete 1:2:4, type B-I (using 20 mm graded stone aggregate) as in coping and padding concrete etc. complete all as specified and directed.

M&L for roof treatment by applying polymeric water proofing membrane of weight not less than 3 Kg per Sqm complete all as specified and directed with and including comprising of following operations:- (a) Preparation of plastered roof surface by cleaning surface free from dust and other foreign materials etc. (b) Applying a priming coat @ 0.40 Kg/ Sqm with bituminous primer to the prepared roof till the surface is properly impregnated and solvent oil in primer shall be allowed to evaporate completely. (c) Applying hot blown bitumen grade 85/25 @ 1.2 Kg/ Sqm over primer and dusted with dry sand and allow to dry. (d) Laying of polymeric water proofing membrane of weight 3 Kg/ Sqm. (e) Applying a coat of hot blown bitumen grade 85/25 @ 1.20 Kg/ Sqm and dusted with dry sand and allow to dry.

M&L for rendering 10 mm thick in CM 1:4 on roof slab finished top surface even and smooth with using extra cement and using 3% W.P compound by weight of cement completed all as specified and directed by EIC (W.P compound measured and paid seperately.

Supply only integral water proofing compound completed all as specified and directed by Engr-in-charge Note: Water proofing compound shall be measured and paid separately under respective item of Schedule ‘A’.

Demolition of Brickwork or stone/boulder masonry, built in CM or cement lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework & precast concrete articles

Brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4)

Taking down Chowkats or frames exc 1.5 sq. m but n exc 4 sq m each with shutters (without taking off shutters from the frames)

Taking down chowkhats or frames not exceding 1.5 Sqm each with shutters (without taking off shutter from the frame) complete all as specified and directed.

S&F Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete as specified,size 105x60mm

S&F 30 mm thick Flush shutters, solid core construction, with block board core & plywood face panels, commercial type on both sides

S&F Mild steel barrel tower blots 150mm long, stove enamelled black, with bright bolt.

S&F Mild steel sliding door bolts 250mm long, plate type, stove enamelled black, with bright bolt not less than 12mm dia with & including a minimum of 6 bolts & nuts, four on bolt plate & two on staple plate.

S&F Butt hinges 100mm size, medium weight, cold rolled mild steel.

S&F 140mm long Floor door stopper of aluminium alloy body & tongue, anodised, with hard drawn steel spring.

Supply & fixing steel windows/ventilators with side hung shutters including projection type hinges with steel handle and steel peg stay, complete with glazing bars dovetailed or welded all as specified.

S&F of 3 mm thick sheet glass, ordinary quality and glazing with putty or fixed with beads in squares not exceeding 0.5 Sqm in each pane complete all as specified and directed.

S&F of mild steel work as in grills, gratings etc. such as window guard bar, angle iron in door frames, barred iron door and similar work etc; confirming to Fe-290 Gde E-165 including cutting and welding as required complete all as specified and directed.

Complete removal of existing treatment i.e. white wash / colour wash, distemper etc. of any description from walls complete all as specified and directed.

M&L for complete removal of existing treatment of wall surfaces including preparation of surfaces and applying two coat of oil emulsion acrylic distemper to give uniform and smooth surface complete all as specified and directed .

M&L for preparing old plastered / un-plastered surfaces or previously treated surfaces by removing all dust, dirt and loose scale of lime wash and other foreign materials, removing of oil and grease marks including growth of moulds, moss and then applying two coats of white wash on ceiling surfaces complete all as specified and directed.

M&L for complete removal of existing surface by applying one coat of cement base paint primer and applying two coats of cement base paint complete all mas specified and directed

M&L for preparation of newly plastered surfaces of walls including cornices, pillaster etc. and applying two coat of oil emulsion acrylic distemper over a coat of primer complete all as specified and directed.

M&L for preparation of newly plastered surfaces of walls including cornices, pillaster etc. and applying two coat of cement base paint over a coat of chalk whiting complete all as specified and directed.

M&L for preparation of newly plastered surfaces of ceiling surfaces including cornices, pillaster etc. and applying three coats of white wash complete all as specified and directed.

M&L for prepration of surfaces by applying jk/birla wall care putty and rubbing &making the surface smooth by using embbray paper complete all as specifird and directed

Applying two coats of synthetic enamel paint on steel & iron surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of new surface & applying one coat of red oxide, zinc chrome

Applying two coats of synthetic enamel paint on wooden surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of new surface & applying one coat of pink primer

M&L for preparation of newly plastered surfaces of ceiling and applying two coats of white wash complete all as specified and directed.

M&L for preparation of newly plastered surfaces of walls including cornices, pillaster etc. and applying two coats of white wash complete all as specified and directed.

M&L for preparation of plastered surfaces of walls including cornices, pillaster etc. and applying two coats of exterior emulsion paint over one coat of primer height n exc 6.0 mtrs complete all as specified and directed.

Demolition of unreinforced cement concrete not exe 15 cm thickness (below or above) ground level of any description complete all as specified and directed by EIC

M&L for 40mm thick cement concrete 1:2:4 type B1 using 20mm graded stone aggregate in floor finished the surface even & smooth w/o using extra cement all as specified.

S&F glass dividing strips 3mm thick and 38 mm Wide complete all as specified and direceted

M&L for PCC (1:3:6)type C2 as in plinth protection 75 mm thick finished even and smooth using extra cement. completed all as specified and directed by engr-in-charge

S& F plates (plain or chequered ) channels, square cut or notched and counter sunk forming holes with riveted bolted or welded attachment conforming to Fe-290 (Grade E-165) complete all as specified and directed.

M&L for earthing complete withGI plate electrodes 600x600x6.3mm thick buried directly in ground earth pit not less than 2.25m deep below normal ground level with top edge of earth plate not less than 1.5m below ground level connected to G I strip 32x6 mm as earthing lead fixed by means of nut bolt washer of brass as shown in electrical plate No.3 of SSR Pt-I 2009 including necessary excavation and earth work in any strata, GI pipe 20mm dia light grade for watering and 40 mm dia light grade for protection of earth strip upto 7.5 mtrs, charcoal & salt etc and PCC chamber in PCC 1:3:6 type C1 covered with 40mm thick RCC 1:2:4 type B1 using 20mm graded stone aggregate reinforced with 8mm dia MS bar @ 75mm C/C both ways cover, funnel & wire mesh including making of test point all as specified testing on complete. (02 Nos proposed LT Panel and 02 Nos Pumps)

All as per item No. 2 Above but with earth wire 4 mm dia and 15 mm dia GI pipe light grade for protection upto 7.5 mtrs (for TPN DB's)

M & L Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop as required of size 32x6mm galvanised iron strip as earth continuty lead

M & L Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop as required of size 4mm dia galvanised iron as earth continuty lead

Supply, laying and testing cable XLPE insulated, screened, PVC bedded galvanised steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 300 sq mm 3.5 core complete all as specified and directed.

Cutting existing road surfaces or hard standing for laying of pipes/cables and making good to the disturbed surfaces to match with existing complete all as specified and directed.

M & L for plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate for copping around poles, including necessary form work finishing even and smooth without using extra cement, all as specified and directed.

Supply and lay in trenches GI pipe Light grade 80 mm dia as protection of LT cable 300 sq mm 3.5 core Make Shall be Jindal/TATA

Excavation in trenches/ foundation in soft/ loose soil not exc. 1.5 metre wide and n'exc. 1.50m deep for under ground cable/pole fondation and getting out including forming bottom surface to required level or slop, complete all as specified and directed.

Returning filling including spreading leveling watering and well ramming in layers not exc 25Cm in soft/ loose soil, complete all as specified and directed.

Removing excavated material in soft/ loose soil n'exc 50M and depositing where directed at a level n'exc1.5M above the starting point, complete all as specified and directed.

M&L Cross-arms, Bracings, Supports, Clamps and Back Plates fabricated from Structural Steel Sections including Nuts, Bolts, Washer, welding, bending cold or hot, drilling holes for Bolts, in any shape or size as indicated/ directed and inclusive of one coat of Aluminium Primer one Under Coat and One Finishing Coat of Aluminium Paint, complete all as specified and as directed.

J.B.ENTERPRISES