REPAIR TO FENCING COMPOUND WALL AND AREA DRAINAGE FOR AREA OF MD ACCN ZONE A ZONE B OFFRS MD ACCN AND JS COLONY AT SRI GANGANAGAR MIL STN

Amount

Demolition of RCC of any description such as in slab and in any position not other wise specially provided for complete all as specified and directed by Engineer in Charge (Reinforcement cut as required to facilitate demolition.)

M&L for reinforced cement concrete type B1 1:2:4 (20 mm graded stone aggregate) as in Slab supported on walls for tank staging and in shelves and etc. and setting in mortar complete with joints to match complete all as specified and directed by Engineer-in-charge

M&L for 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer in Charge

M&L for TMT bars 6 to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer in Charge

M & L for form work torough finished surfaces of soffits of suspended slab such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick complete all as specified and directed by Engineer in Charge

Dismantling Posts or struts (steel or RCC) any section ,including taking out embedded portion and making good disturbed ground post embedded in concrete complete all as specified and directed by Engineer -in -Charge.

Dismantling Posts or struts (wood& RCC) any section ,including taking out embedded portion and making good disturbed ground post embedded in Natural ground complete all as specified and directed by Engineer -in -Charge.

Dismantling of fencing wire mesh of any type and size complete all as specified and directed by Engineer in Charge

Excavating in post holes in soft/loose soil (or similar holes) each n exc 0.5 cu.m. getting out, returing, filling in and ramming earth or broken ruble mixed with earth around, in layers not exceeding 25 cm , watering, and removing surplus soil to a distance n exc 50 M and making good surface complete all as specified and directed by Engineer in Charge

M&L PCC 1:3:6 (40mm graded stone aggregate) type C2, in foundation of posts and struts complete all as specified and directed by Engineer -in -Charge.

M&L for mild steel work as in post and struts in fencing including cutting tops to shape, drilling holes, notching for wire etc conforming to Fe-290 grade E-165 complete all as specified and directed by Engineer in Charge.

M&L for flat iron for fixing chin link or hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and clountersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc winding ties for roof including securing bolts, posts and struts in fencing including cutting tops shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or reveting etc, and similar work conforming to Fe-290 or Fe-165 complete all as specified and directed by Engineer in Charge

M&L for preparation of new untreated steel and iron surfaces of any description, not exc. 10 cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of zinc chrome primer complete all as specified and directed by Engineer in Charge.

S&F 10mm dia MS round bar for fixing of chain link fencing with post complete all as specified and directed by Engineer in Charge

M&Lfor preparation of new steel surfaces exc 10 cm width or girth and than applying two coats of synthetic enamel over a coat of red oxide primer including preparation of surfaces complete all as specified and directed by Engineer in Charge.

Supply only chain link fencing galvanised mild steel of mesh 75mm X 75mm size 3 mm dia complete all as specified and directed by Engineer in Charge. Note :- The weight of chain link fencing shall be ascertained by BOO as directed by GE and payment shall be paid accordingly. BOO duly countersigned by GE shall be enclosed with final bill.

Fixing only chain link fencing line wires,any mesh, size including line wire,any mesh,size and any type of standared ,rails,straining bolt, etc complete all as specifed and directed by engineer-in-charge. Note :- Supply of chain link fencing wire be measured and paid Separately.

S&F mild steel screw bolts (machine made) with hexagonal or square head at one end, and screwed the other,or screwed both end to be fitted with washer and one hexagonal/ square nut not exceeding 5cm long and dia of neck 11 to 15mm complete all as specified and directed by Engineer-in-Charge.

S&F in Repairs 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 straining 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) complete all as specified and directed by Engineer-in-Charge.

Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed by Engineer-in-Charge.

M & L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe-290(Grade E-165) complete all as specified and directed by Engineer in Charge.

Taking down cement plaster any description including raking out joints, hacking for key and scrubbing down with water etc complete all as specified and directed by Engineer in Charge.

M&L for 15mm thick rendering in CM 1:4 to brick/ concrete wall surfaces finished even & smooth w/o using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for prepration of New plastered External wall surface complete applying the following :- (a) Applying two coat wall care putty on wall surface and smoothening the surface with sand papers / Mechanised sanding etc prepatory to paint as directed all as specified (b) Applying one coat of Exterior Wall Primer by using Roller over complete all as specified (c) Applying two coat of Advcanced Dust Proof Emulsion using Roller over complete all as specified Note : Contractor may use manual scraping tools for complete removal and surface prepration with prior approval of Engr-in-chrge in case of places where using of Mechanical equiment are not posiible

Demolition of brick work built in cement mortar of any description complete all as specified and directed by Engineer-in-Charge.

M&L for Providing precast concrete AAC solid building blocks or slabs Type B1 1:2:4 (20mm graded stone aggregate) of required size complete, in walls, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L brickwork withsub class `B' Bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L half brick work with sub class B bricks straight or curved on plan to any radius in cm 1:4 etc.complete all as specified and directed by Engineer - in - Charge.

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

M&L for 50 mm thick cement concrete , 1:4:8 type D2 (Using 40mm graded stone aggregate) flooring,paving etc. concrete complete all as specified and directed by Engineer in Charge.

M&L for Machine pressed Precast cement concrete interlocking coloured ( glossy finished / ruberised paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade with and including 25mm thick sand cushining complete all as specified and directed by Engr-in-charge.

M&L for 30 cm x 30 cm x (20 to 25) mm thick machine pressed chequered cement concrete tiles(rubber moulded) set jointed and pointed in neat cement slurry in floors with grey cement including 15mm thick screed in CM 1:6 with pigments complete all as specified and directed by Engineer-in-Charge.

Supply and laying factory made kerb stone of M-25 grade cement concrete laid in position to the required line, level and curvature, jointed with cement mortar (1:3) (1 cement:3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer in Charge

M&L for Providing RCC precast cement concrete Type B0 1:2:4 (12.5mm graded stone aggregate) 25 mm thick Jallies (measured solid including all mouldings and frame) complete all as specified and directed by Engineer-in-Charge.

Demolition of Stone slabs and tiles laid in cement mortar of any description or thickness in floors, aprons etc complete all as specified and directed by Engineer in Charge

S&F Dholpur stone 16 to 18 mm thick for wall cladding/floor cladding gang saw cut with machine cut edges, uniform colour of each stone size exceeding 0.5 sqm area fixed with and including one number SS clamps (grade -202) of flat-30mm X2mm, 150mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener,polishing, rubbing & including silicon treatment including 15 mm thick rendering in CM 1:4 with addition adhesive will be used over the cement screed bed for fixing stone complete all as specified and directed by Engineer in Charge Note : Consumption of adhesive as per manufactuer's instructions.

M&L 20mm Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms, floor and vertical surface and like in cement mortar (1:4) including point ing in white cement (1:2) us ing marble dust with admix ture of pigment to match with shade of granite complete all as specified and directed by Engineer in Charge

M& L for providing and fixing stainless steel (Grade 304) railing made of Square hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) & Providing baluster and necessary fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed by Engineer in Charge

M & L brick work in CM 1:6 except new bricks (old retrived good quality bricks to be use) straight or curved on plan exceeding 6 mtr mean radius complete all as specified and directed by Engineer - in - Charge.

M&L for PCC (1:4:8) type D2 using 20 mm graded stone aggregate in foundation, filling and mass concreting complete all as specified /directed by Engr-in-charge.

Dismantling of bricks (laid flat or on edge) in floors, channels,drain edges, kerbs, aprons, etc. (each layer) laid in any mortar complete all as specified and directed by Engineer-in-Charge.

M&L for brickwork withsub class `B' Bricks, continuous brick edging,with width equal to the length of the brick laid dry on edge vertically complete all as specified and directed by Engineer-in-Charge.

M & L for flush pointing in CM 1:4, to bricks laid flat or brick edge in pavings and drain complete all as specified and directed by Engineer in Charge

M&L for Providing & Fixing precast cement concrete 1:2:4 Type B1 as in cover slabs (for manholes etc) and similar articles with plain & smooth faces and set in cement mortar (1:4) complete including dismantling existing damaged manhole covers of any description & in any position all as specified and directed by Engineer - in - Charge. Note : The rate quoted shall be deemed to include use and waste of necessary form work.

M&L for Machine pressed Precast cement concrete interlocking coloured ( glossy finished / ruberised paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness M-35 grade with and including 25mm thick sand cushining complete all as specified and directed by Engr-in-charge.

M&L for 40 mm thick cement concrete , 1:2:4 type B1 (Using 20 mm graded stone aggregate) flooring, paving etc. concrete complete all as specified and directed by Engineer in Charge.

S & F welded steel wire fabric exc 4.0 kg per sqm fix with iron members to make partitions,tree guard etc complete all as specified and directed by Engineer in Charge

S&F 110mm bore PVC (SWR) rain water pipe single socketed in any length with rubber ring joints, jointed with solvent joint fixed to wall complete all as specified and directed by Engineer - in - Charge.

M&L for PCC (1:2:4) type B1, using 20mm graded stone aggregate as in coping complete all as specified and directed by Engineer-in-Charge.

M&L for PCC (1:2:4) type B1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specified anddirected by Engineer-in-Charge.

Extra for forming fair finished drain or channel any inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and directed by Engineer in Charge

Material and labour for Efflorescence treatment to exiting masonry wall complete all as directed and as per following steps and using materials:- STEP 1 - The seepage area from outside & inside shall be marked [consider at least 300mm extra area all around]. Old plaster along with brick joint mortar upto 15mm depth shall be removed by mechanical means. STEP 2- After removing of plaster, thorough cleaning shall be carried out by clean water. STEP 3 - The pointing of brick joints shall be carried out by polymer modified mortar (Compressive strength ≥ 50 MPa in 28days as per ASTM C 109 -7cm cube) along with a bonding primer (Tensile adhesion strength - ≥ 1.5 N/mm2 (concrete failure) as per EN 1542) STEP 4 - The fixing of NRV nozzles shall be carried out in a straight line near to old DPC followed by sealing of nozzles as well as a layer of 12-15mm thick polymer modified mortar shall be applied by (Compressive strength ≥ 50 MPa in 28days as per ASTM C 109 -7cm cube) along with a bonding primer Tensile adhesion strength - ≥ 1.5 N/mm2 (concrete failure) as per EN 1542). Allow mortar to cure for 24 hours. STEP 5 - Next day, start injecting the poly acrylic injection (with a versatile and adjustable reaction time having mixed viscosity: 3-11 M pa s at + 20 degree C, reaction time: adjustable according to ambient temperature and execution requirement between 8-50 Mins PH - 9-10. Tested as per Wissbau No 2002- 094- (1A) function test with re- injectable hose system) through NRV nozzles and allow product to react so that a seal can be created within the brick work. STEP 6 - Once the injection work is completed, cut the NRV nozzles and seal with polymer modified mortar. Apply two coats of acrylic polymer modified cementious liquid ( Food grade product - CFTRI Certificate for repeated use with aqueous foods / water as per USFDA 175.300 , Tensile adhesion strength ≥ 2.0 N/mm2 as per ASTM D4541 & Water penetration under pressure ~0 mm penetration at 5 bar for 72 h as per BS EN 12390-8) followed by protect it with polymer modified mortar (Tensile adhesion strength - ≥ 1.5 N/mm2 -concrete failure- as per EN 1542). Make : Sika/BASF/Pidilite or Techno commercial equivalent .

Dashmesh Construction Company (BID ID -3376879)

PAREEK AND COMPANY (BID ID -3376877)

KHANNA CONSTRUCTIONS (BID ID -3384099)

Akarsha Enterprises (BID ID -3379840)

AYUSH BUILDERS (BID ID -3385066)