Certain repairs to Fencing,Gates,Boundary Wall, Hardstanding, Drain,path, connected miscellaneous works and Cleaning, Repair and Maintenance of water storage tank at Mil Stn Suranussi under GE Kapurthala

Amount

Demolition of brick work built in cement mortar including all quoins, arches, pillars etc but including ashlar facings dressed stone work and pre cast concrete articles complete all as specified and as directed by the Engineer-in-Charge.

M&L for brick work sub class 'B' bricks laid flat bedded and jointed in CM (1:6) and pointed in CM (1:3) complete all as specified and as directed by the Engineer-in-Charge.

-ditto- but laid on edges complete all as specified and as directed by the Engineer-in-Charge.

M&L continuous brick edging with width equal to the depth of the brick, laid dry, on edge With burnt clay old size bricks sub class 'B' bricks complete all as specified and as directed by the Engineer-in-Charge.

M&L for extra over forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms mould mitred / stopped ends etc complete all as specified and as directed by the Engineer-in-Charge.

Excavating in trenches in soft / loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep for foundation, laying of pipes on concrete bed including forming the bottom surface to required level etc., and for manholes not exceeding 10 Sq.m area on plan and for similar works and getting out complete all as specified and as directed by the Engineer-in-Charge.

ditto all as above but depth exceeding 1.5 m but not exc 3.0 m

Demolition and breaking up 200mm bore drain pipes ( Reinforced concrete pipes, class NP2 pipe set) in cement mortar and taking out from trenches complete all as specified and directed by Engineer-in-Charge

Demolition and breaking up 300mm bore drain pipe ( Reinforced concrete pipes, class NP2 pipe set) in cement mortar and taking out from tranches complete all as specified and as directed by Engineer-in-Charge.

Demolition of cement concrete (un-reinforced) in floors/paving, mass concrete (below or above ground level) not exc 15 cm thick complete all as specified and directed by Engineer-in-Charge.

Material and Labour for cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) concrete bed to drain pipe incl packing under and haunching against the sides of pipe as they are laid and tested for 200mm bore pipe complete all as specified and as directed by Engineer-in-Charge.

Material and Labour for cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) concrete bed to drain pipe incl packing under and haunching against the sides of pipe as they are laid and tested for 300mm bore pipe complete all as specified and as directed by Engineer-in-Charge.

Material and labour for 200mm bore internal dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars’ conforming to IS laid in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed by Engineer-in-Charge.

Material and labour for 300mm bore internal dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars’ conforming to IS laid in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed by Engineer-in-Charge.

Returning filling in trenches including spreading leveling watering and well ramming in layers each not exc 25cm complete all as specified and directed by Engineer-in-Charge

Material and labour for cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete (1:2:4) type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for pipe complete all as specified and directed by Engineer-in-Charge

Material and labour for brick work built in cement mortar (1: 6) with sub class ‘B’ bricks, straight or curved on plan exc 6 m mean radius, using old size bricks complete all as specified and as directed by the Engineer-in-Charge.

Taking down cement plaster of any description on brick or stone wall as in boundary wall etc, including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified & directed by the Engineer in Charge.

Material and labour for rendering 15 mm thick cement plaster in cement mortar (1:4) of brick / concrete surfaces finished the surfaces even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparation of new surfaces of walls including cornices, pilasters etc (Plastered or un plastered surfaces) and applying two Coats of coats of cement base paint over a coat of alkali primer complete all as specified & directed by the Engineer in Charge.

Material and labour for plain cement concrete (1:3:6), type C-2 using 40mm graded crushed stone aggregate, as in surface channel complete all as specified and directed by the Engineer-in-Charge.

M&L for PCC 1:5:10 type D-2 using 40MM graded stone aggregate as in filling and mass concrete complete all as specified and directed.

M&L Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in–Charge.

M & L Machine pressed precast conc. interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-50 grade with grey cement and with pigment complete all as specified and directed by Engr - in - Charge.

M & L Machine pressed precast conc. interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-50 grade with grey cement and with pigment complete all as specified and directed by Engr - in - Charge.

M&L for 25 mm thick Plain Cement concrete type B-0, 1:2:4 (12.5mm graded aggregate ) as in flooring complete all as specified and directed by Engr - in - Charge.

M & L 100 mm thick Cement concrete type D-2, 1:4:8 ( (40mm graded aggregate) as in sub Bases complete all as specified and directed by Engr - in - Charge.

M & L Cement concrete 1:2:4 type B–1 using 20mm graded stone aggregates in copings,, including weathering, slightly rounded or chamfered angles and throating, as directed all as specified and directed by Engineer - in - Charge .

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

Dismantling of galvanised mild steel barbed wire of any description from fencing post (RCC/ Steel) complete all as specified and as directed by Engineer-in-Charge.

Supply and fix in repairs galvanised 2 strand steel barbed wire 2.24 mm dia , barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staple or steel pins etc complete all as specified and directed by Engr-in-Charge. (Each line wire to be measured)

All as per Item No above here-in-before but restraining re-securing including making good staples etc. complete all as specified and directed by Engr-in-Charge. (Each line wire to be measured)

M&L for Screed bed or bedding layer of mortar 20 mm thick in CM 1:6 for laying floor finishes complete all as specified.

M & L for chequered cement concrete tiles 30cm x 30cm x 25mm thick set, jointed and pointed in neat cement slurry and pigments as in floors complete all as specified and directed by Engineer - in - Charge .

Demolition Cement concrete (reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for precast cement concrete as in cover slabs (1:2:4) type B-1 (using 20mm graded crushed stone aggregates) set in cement mortar (1:6) complete after placing in position over septic tanks/manhole covers/drain covers complete all as specified and directed by the Engineer in Charge.

Material and labour for mild steel TMT bars 6 to 8 mm dia as in reinforcement cut to length, bent to shape including cranking bending, and binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and as directed by Engineer-in-charge.

Formwork to Rough finished flats surfaces of concrete edges , breaks in floors, openings in concrete walls, and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. complete all as specified and directed by Engr-In-Charge

M&L for RCC (nominal mix) in Type B-0 1:2:4,using 12.5mm graded aggregate as in Beams RCC bands , cantilevers, lintels over 1.5m span complete all as specified and directed by Engr-In-Charge

M&L providing precast cement concrete louvres and jallies, with RCC post 25mm thick (measured solid), type B-0(1:2:4) using 12.5mm graded aggregate including all mould- ings but excluding frame set in cement mortar 1:4 complete all as specified and directed by Engr-In-Charge

Dismantling fencing wire mesh, any type complete all as specified and as directed by the Engineer-in-Charge.

S&F Chain link fencing made out of plain mild steel galvinised wire , width of aperature 100 mm x 100 mm x 4mm dia to new steel posts by means of nuts and bolts, complete all as specified and directed by Engineer - in – Charge

M&L 40 mm th cement conc type B-1, 1:2:4 using 20 mm graded stone agg as in levelling course all as specified and directed by Engineer – in – Charge

Taking down 15 mm bore steel tubing and connections, including cleaning for refixing or removal to store all as specified and directed by Engineer - in - Charge .

Taking down 20 mm bore steel tubing and connections, including cleaning for refixing or removal to store all as specified and directed by Engineer - in - Charge .

S&F GI tubing medium grade galvanized 15mm bore with all fittings and fixed complete to walls, ceilings or laid in floors etc complete all as specified and directed by Engineer – in – Charge

S&F GI tubing medium grade galvanized 20mm bore with all fittings and fixed complete to walls, ceilings or laid in floors etc complete all as specified and directed by Engineer – in – Charge

S&F in repair GI Socket for medium grade GI pipe , 15mm bore complete all as specified and directed.

S&F in repair GI Socket for medium grade GI pipe , 20mm bore all as specified and directed.

S&F in repair GI Elbow for medium grade GI pipe, 15mm bore and fiexed complete.

S&F in repair GI Elbow for medium grade GI pipe , 20mm bore complete all as specified.

S&F in repair GI Tee for medium grade GI , 15mm bore complete all as specified and directed.

S&F in repair GI Tee for medium grade GI pipe 20mm bore complete all as specified.

S&F in repair GI union for medium grade GI pipe, 15mm bore complete all as specified.

S&F in repair GI union for medium grade GI pipe, 20mm bore complete all as specified.

S&F in repair GI Nipple for medium grade GI pipe, 15mm bore complete all as specified.

S&F in repair GI Nipple for medium grade GI pipe, 20mm bore complete all as specified.

Dismantling water tanks of any description exc 250 and n.exc 500 ltr capacity and removing to store complete all as specified and as directed by engineer-in-charge.

Dismantling water tanks of any description exc 500 and n.exc 1000 ltr capacity and removing to store complete all as specified and as directed by engineer-in-charge.

S&F rotational moulded polythene water storage tank, cylindrical vertical with closed top, hoisted and fixed in position 500 ltrs capacity including tank nipple(15 mm) complete all as specified and directed by Engineer – in – Charge

S&F rotational moulded polythene water storage tank, cylindrical vertical with closed top, hoisted and fixed in position 1000 ltrs capacity including tank nipple(15 mm) complete all as specified and directed by Engineer – in – Charge

S&F 20mm dia Ball PTMT valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed all as specified and directed by Engineer – in – Charge

S&F in repair 20mm size stop valves, cast copper alloy,screwed down, high pressure, with crutch or butterfly handle,screwed both ends for iron pipe or for unions and fixed for iron pipe complete all as specified and as directed by Engineer-in-Charge.

S&F 15 mm size stop valves, cast copper alloy,screwed down, high pressure, with crutch or butterfly handle,screwed both ends for iron pipe or for unions and fixed for iron pipe complete all as specified and as directed by Engineer-in-Charge.

Cleaning and removing all scale and dirt, etc, from tanks of capacity Exc 250 & n exc 500 Ltr and from mouths of circulating pipes, etccomplete all as specified and directed by Engineer – in – Charge

Cleaning and removing all scale and dirt, etc, from tanks of capacity Exc 500 & n exc 1000 Ltr and from mouths of circulating pipes, etc complete all as specified and directed by Engineer – in – Charge

M&L for mild steel TMT bars 10 mm dia and over as in reinforcement cut to length, bent to shape including cranking bending, and binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and as directed by Engineer-in-charge.

Form work to sides and soffits of beams, chajjas and the like for rough finished flat surfaces complete all as specified and directed by Engineer – in – Charge.

S&F in repairs HDPE PVC lid (cover) for 500 Ltrs capacity PVC tank complete all as specified (Make : Sintex/Rotex)

Dismantling brick tile or terracing tile single layer on roof complete all as specified and as directed by engineer-in-charge.

Demolition of mud in roofs any thickness including plastering and leeping (weather full thickness removed or part there of) complete all as specified and as directed by engineer-in-charge.

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

M&L for 50mm average consolidated thickness pcc 1:3:6 type C2 with using 20mm graded stone aggregate as in padding on flat roofs etc all as specified and directed.

Supply only Integral water proofing compound complete all as specified and as directed by engineer-in-charge.

M&L for Applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg per sqm over a coat of primer including cleaning surfaces complete all as specified and as directed by engineer-in-charge.

M&L for APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non woven fabric (wt. not less than 150 gms/sqm) laid on primed surface by torch application complete all as specified and as directed by engineer-in-charge.

M&L for 40mm thick brick tiles laid on cement mortar bed ( 1:3) with WPC and joints grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement and pointed in CM (1:3) complete all as specified and as directed by engineer-in-charge.

All as per item No 77 above but except brick tiles

M&L Providing, cement concrete type B2 (1:2:4) (using 20 mm aggregate), as in roof kerbs or mud stops, rounded or chamfered on edges parapets copings, bed plates, etc

Cutting grooves of size 75mm wide and 65mm deep in brick parapet wall for inserting APP membrane and making good the disturbed portion in CM (1:3)

M&L for writing letter of figures (block, Roman,ltalic, or Indian) n. exe 30 cm high (not in index hands/natural size) on PVC tanks/ building/ notice boards, including prepration and cleaning etc complete all as specified.

Gurjit const co

AAY KAY Constructions