8497/GWL/E8 REPAIR TO PCC PATH/INTERLOCKING PAVER, CHEQUERED TILE AND OTHER MISC B/R WORK TO OFFRS, JCO/ORs MD ACCN UNDER AGE B/R-I AT GE GWALIOR

Amount

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

M & L for Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in (except bricks), built in cement mortar 1:6 complete all as specified and directed by the Engineer-in-Charge

M&L for Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 complete all as specified and directed by Engr -in- Charge.

M&L for walling of random rubble ,uncoursed well bonded , bedded and solidly hearted built in CM 1:6 complete all as specified and directed by Engr -in- Charge.

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 by the Engineer-in-Charge

M&L for cement concrete type D2 1:4:8 (Using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed by Engr-in-Charge.

Taking down cement or cement lime plaster incl wall tiles, any description, on brick or stone walls, etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by the Engineer-in-Charge

M&L rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM1:4 finished even and smoth (without using extra cement ) complete all as specified and directed by the Engineer-in-Charge

M&L rendering 15 mm thick on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing finished even and smooth (without using extra lime or cement) in CM 1:4 complete all as specified and directed by the Engineer-in-Charge

M & L preparing new plastered or un plastered surfaces of wall including cornics, pilasters etc all applying two coat of cement based paint complete all as specified and as directed by the Engineer in charge.

M&L for two coat white wash on newly plaster or unplastered or concrete undecorated surface of wall including preparation of surfaces complete all as specified and directed by the Engineer-in-Charge

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft & loose soil complete all as specified and as directed by Engr-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engr-in-Charge.

Removing excavated soil n.exc 50m and depositing where directed at a level n.exc. 1.5m above the starting pointing complete all as specified and as directed by Engr-in-Charge.

M&L for hard core, broken stone/bounders to gauge n exc 63 mm complete all as specified and directed by the Engineer-in-Charge

M&L, Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed by the Engineer-in-Charge

Dismantiling of stone slabs and tiles (Kota stone etc.) of any discription or any thickness in floors, aprons, skirting, dado etc. laid bedded and pointed in any mortarall complete all as specified and directed by the Engineer-in-Charge

M&L 25mm thick PCC 1:2:4 type BO (using 12.5 mm graded stone aggregate) as in leveling course complete all as specified and as directed all as specified and as directed by the Engineer-in-Charge

Screed bed or bedding layer of mortar 15 mm thick in cement mortar 1: 6 for laying floor finishes complete all as specified and directed by the Engineer-in-Charge

M & L 10 mm thick light shade vitrified ceramic tiles ( square / rectangular)area of each tiles n exc 0.36 sqm in floors etc set and jointed in neat cement sluurry and pointed in white or coloured cement to match complete all as specified and directed by the Engineer-in-Charge

M & L 10 mm thick light shade vitrified ceramic tiles ( square / rectangular) area of each tiles n exc 0.36 sqm in skirting etc set and jointed in neat cement sluurry and pointed in white or coloured cement to match complete all as specified and directed by the Engineer-in-Charge

M&L non skid ceramic tiles 7to8mm thick (square/rectangular) area of each tile exceeding 0.11sqm but not exceeding 0.18 sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed all as specified and as directed by the Engineer-in-Charge

M&L non skid ceramic Coloured tiles, 300mmx300mmx7mm thick, in floors etc. set and jointed in neat cement slurry and pointed in coloured cement to match with the colour of tiles, over and including 15 mm thick screed bed or bedding layer of cement mortar 1:6 complete all as specified and directed by the Engineer-in-Charge

M & L for machine cut Kota stone slab 20 to 25 mm thick and min size of kota stone shall be 550x550 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete all as specified and directed by the Engineer-in-Charge

Ditto-all as ser No 24 above but on skirting over 15 mm thick cement plaster 1:4 complete all as specified and directed by the Engineer-in-Charge

M&L for PCC (1:3:6) type C-1 using 20mm graded stone aggregate as in surface channels/ drain etc complete all as specified and directed by the Engineer-in-Charge

M&L for PCC (1:2:4) type B-1 using 20 mm graded stone aggregates as providing, cement concrete in roof kerbs or mud stops, rounded or chamfered on edge, in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates,water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by the Engineer-in-Charge

Dismantling and breaking up PVC/AC rain water / vent / waste / drain pipes 32 mm dia to 110 mm dia including fittings complete all as specified and directed by the Engineer-in-Charge

S & F 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors ect complete all as specified and directed by the Engineer-in-Charge

Demolition of Reinforced Cement Concrete (reinforcement cut as required to facilitate demolition) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by the Engineer-in-Charge

M & L RCC 1:2:4 ( Nominal mix ) type B 1 , 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like ect complete all as specified and directed by the Engineer-in-Charge

M&L Mild steel 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 directed by the Engineer-in-Charge

M&L Mild steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders , 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 directed by the Engineer-in-Charge

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground posts embedded in Concrete, brick work, ground masonry, etc complete all as specified and directed by the Engineer-in-Charge

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft and loose soil complete all as specified and directed by the Engineer-in-Charge

M&L for Providing precast cement concrete Type B1 1:2:4 (using 20 mm graded stone aggrigate ) in win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match in CM (1:6) complete all as specified and directed by the Engineer-in-Charge

S&F for Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. (each line wire to be measured in repairs) complete all as specified and directed by the Engineer-in-Charge

Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by the Engineer-in-Charge

S&F hand rails, half round or other stock 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 by the Engineer-in-Charge

M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description, over 10cm in width or girth not otherwise described complete all as specified and directed by the Engineer-in-Charge

S & F 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified and directed by the Engineer-in-Charge

M&L,75 mm thick PCC 1:4:8 type C-2 using 20 mm graded stone aggregate complete all as specified and directed by the Engineer-in-Charge

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 and directed by the Engineer-in-Charge

M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment complete all as specified and directed by the Engineer-in-Charge

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

M&L Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with Grey cement with pigment, complete all as specified and directed by the Engineer-in-Charge

Demolition and breaking up 150mm drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed by the Engineer-in-Charge

M&L, PCC 1:4:8 type D2 using 40mm graded BTstone aggregate as in concrete bed to drain pipes of 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; including necessary form work complete all as specified and directed By Engineer in Charge.

M&L for Salt Glazed stoneware drain pipes 150 mm dia, laid and jointed complete all as specified and directed by the Engineer-in-Charge

Demolition and breaking up 200 mm drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed by the Engineer-in-Charge

M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in concrete bed to drain pipes including packing under and hunching against the sides of pipes after they are laid and tested for 200 mm bore complete all as specified and directed by the Engineer-in-Charge

M&L for Salt Glazed stoneware drain pipes 200 mm dia, laid and jointed complete all as specified and directed by the Engineer-in-Charge

M/S SANJAY AGARWAL