REPAIRS TO OPEN DRAINAGE WITH COVERS AND REPAIR TO BOUNDARY WALL , FENCING, RCC JALLI AND OTHER B/R RELATED WORKS ETC UNDER AGE B/R -II (W) OF GE (W) AGRA

Amount

Excavating in trenches,n.exc 1.5m wide and n.exc 1.5m in depth,for foundation,etc or for shafts, wells,cesspits,manholes, pier holes etc n.exc. 10sqm on plan and getting out in soft/loose soil soil complete all as specified and directed.

Removing of excavated soil material n exc .50m and directed at level n exc 1.5 m above the starting point completed all as specified and directed by Engineer-in-charge.

Removing of excavated soil material exc 1.50 Km but n exc 5 Km and directed at level n exc 1.5 m above the starting point completed all as specified and directedby Engineer-in-charge.

Returing , filling in, including spreading, levelling, watering and well ramming in layers n exc 25 cm completed all as specified and directed by Engineer-in-charge.

Demolition of stone/brick masonry built in cement mortar incl all quions,Arches, pillers etc complete all as specified and directed by Engineer-in-charge.

M&L for brick work with using sub class 'B' brick ,straight or curved on plan exc. 6 meter radius, built in CM (1:6) for wall complete all as spfd and directed by Engineer-in-charge.

All as per item 06 but except brick work CM1:6 complete all as spfd and directed by Engineer-in-charge.

M&L for brick work with using sub class 'B' brick ,straight or curved on plan exc. 6 meter radius, built in CM (1:4) for drain, wall complete all as spfd and directed by Engineer-in-charge.

M&L for Plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as spfd and directed by Engineer-in-charge.

M&L for cement concrete 1:2:4, type B-1 (using12.5mm graded stone aggragate) as in benching etc incl necessary use & waste of formwork complete all as spfd & directed by Engineer-in-charge.

Demolition of cement concrete in ground floor and pavings n exe 15 cm thickness (below or above ground level ) (unreinforced ) complete all as specified and directed by Engineer-in-charge.

M&L for PCC 1:3:6, type C1 ( using 20 mm graded stone aggregate ) as in leveling course, coping, etc, finished even and rough to receive cement mortar screed bed complete all as spfd and directed by Engineer-in-charge.

M&L PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate 75 mm thick for for surface channel/ sub base in drain finishing cement concrete surface incl forms/mould etc all as spfd & directed by Engineer-in-charge.

Taking down cement plaster of any description on brick or stone walls or from concrete surface incl racking out joints hacking for key scrubbing with water etc all as specified by Engineer-in-charge.

M&L for rendering 15mm thick with CM 1:4 on fair faces of brick work, finishing fair and even without using extra cement complete all as spfd & directed by Engineer-in-charge.

M&L for rendering 15mm thick with CM 1:4 on other than fair faces of brick work, finishing fair and even without using extra cement complete all as spfd & directed by Engineer-in-charge.

M&L for Preparation of newly plastered wall surfaces and appling two coat of cement base paint over a coat of white wash complete all as per specified and directed by Engineer-in-charge.

M & L for preparation of new plastered surface of wall and applying two coats of exterior emulsion (Apex ) over a coat of primer complete all as specified and directed by Engineer-in-charge.

Dismantling mild steel work of any description complete all as specified and directed by Engineer-in-charge.

S& F joist channel, MS pipe, angel,flat, or tee section as in post and strut in fencing including drilling holes notching for wire etc, flat iron fillet (for securing wire mesh/chanelling fencing) incl all necessary drilling riveting ,bolts etc. similar work conforming to Fe 290 Gde E-165 complete all as specified and directed by Engineer-in-charge.

M & L for praparation of newly steel surface over 10 cm width or girth and applying two coat of synthetic enamel paint over one coat of redoxide primer complete all as specified and directed

Excavation in post holes each n.exc 0.5cum getting out in any type of soil returning filling in and ramming earth or broken rubble mixed in layers n.exc 25 cm and covering and removal of surplus soil n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge.

Dismantling fencing wire mesh any type complete all specified and directed by Engineer-in-charge.

S&F in repair MS galvanished chain link fencing (Weight Not exc 4 Kg per Sqm / as approved by GE ), rail straining bolts, tec incl provission of binding wire,of any description complete all as spfd and directed by Engineer-in-charge.

S &F in repair galvanised 2 strand 2.24 mm dia steel barbed wire, barbed with 2mm dia barbs at 75mm (approx) spacing and straining and fixing to any type of post straining bolts, including securring or typing at crossing with and including complete all as spfd & directed by Engineer-in-charge.

M&L for repair precast cement concrete louvres and jallies type B-0 1:2:4 (12.5 mm graded stone aggregate ) 35mm thick, set in CM 1:4, measured solid including all mouldings, frame and necessary reinforcement complete all as spfd & directed by Engineer-in-charge.

Dismantling/ demolition posts or struts embedded in soil or concrete etc (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engineer-in-charge.

M&L for Welding in repairs, length n.exc 2.5 cm, thickness of mild steel members to be welded shall not exc 6 mm complete all as specified and directed by Engineer-in-charge.

M&L for Welding in repairs, lenght exc 2.5 cm but n. exc 5 cm, thickness of mild steel members to be welded shall not exc 6 mm complete all as specified and directed by Engineer-in-charge.

S&F for 0.80 mm thick mild steel, plain, black sheet as in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed by Engineer-in-charge.

M&L in repairs to steel gate of width n exc 2.5 m incl replacement pintle hinges, mild steel aldrop bolt , if required necessary welding, reveting, drilling,oiling , greasing for easying the gate , complete all specified and directed by Engineer-in-charge.

M&L in repairs to steel gate of width exc 2.5 m but not exc 5.50 m incl replacement pintle hinges, mild steel aldrop bolt , if required necessary welding, reveting, drilling,oiling , greasing for easying the gate , complete all specified and directed by Engineer-in-charge.

M& L washed stone grit plaster on exterior walls in two layers under layer 12 mm cement plaster 1: 4 ( 1 cement : 4 coarse sand ) furrowing the under layer with scratching tool applying cement slurry on the under layer @ 3 Kg of cement per square metre top layer 15 mm cement plaster 1:1 / 2 : 2 (01 cement 1/2 corse sand : 2 stone chipping 10 mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the stone chippings complete all as spd (payment for providing grooves shall be made separately) complete all as specified and directed by Engineer-in-charge.

M&L in forming groove of uniform size 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved attern using wooden battens naied to the under layer including removal of wooden battens repair to the edgs of panels and finishing the groove complete as per specifications and direction of the Engineer - in - charge

Demolition of reinforced cement concrete cover slab (reinforcement cut as required to facilitate demolition) (below or above ground level) completed all as specified and directed by Engineer-in-charge.

M&L Providing cover slab 1:2:4 type B 1 using 20 mm graded aggregate set in cement mortar 1:6 as in cover slab including placing in position complete all as spfd and directed (Note : - reinforcement shall be measure and paid separtely under respective item of sch A complete all as specified and directed by Engineer-in-charge.

M&L for mild steel TMT bars of 10mm dia and over, dia cut to length bent to shape required including cranking bending spirally for hoopinf for column, hooking ends and binding with mild steel wire not less than 0.9 mm dia(annealed) or securing with cips complete all as specified and directed by Engr-in-Charge. (Note - The payment shall be made only after placing of cover on manholes.

S&F Reinforced concrete pipe, bore of pipe 300mm , class NP2, laid and jointed complete with collers completed all as specified and directed.

All as per item No 38 but bore of pipe 200 mm

M&L in Concrete bed to drain pipes (bore of pipes is 300 mm) including packing under and completely surrounding pipes with concrete after they are laid and tested in complate all as specified and directed.

All as per item No 40 above but bore of pipe 200 mm complate all as specified and directed by Engineer-in-Charge.

S& F in repair 110 mm dia pvc (SWR ) pipes single socket in any length laid in trenche , drain wall or in floors completes all as specified and directed.

JWALA ELECTRIC CONTRACTORS

SahaDevSingh Constructions

M/s D AND R CONSTRUCTION AND SUPPIERS

M/S MAKHIJA TRADERS

C P Singh and Co

Asha Construction

Mahendra Enterprises

BHULLAR CONSTRUTION COMPANY

M/S Solanki Brothers