PROVISION OF HARD STANDING BLACK TOP ROAD INFRASTRUCTURE FIRE BREAK AND OTHER ALLIED WORKS INCLUDING ADDITION ALTERATION TO STORAGE SHEDS AT MAMUN UNDER GE (SOUTH) PATHANKOT

Amount

Surface excavation to required camber and gradient not exceeding 30 Cm deep & averaging 15cm and getting out in any type of soil ; complete all as specified and directed by Engineer In Charge.

Removing excavated material not exceeding 50 metres and depositing where directed at a level not exceeding 1.5 metre above the starting point (soils) ; complete all as specified and directed by Engineer In Charge.

Excavation over areas not exceeding 1.5 metres deep and getting out in any type of soil ; complete all as specified and directed by Engineer In Charge.

Removing excavated material exceeding 250 metres but not exceeding 500 metres and depositing where directed at a level not exceeding 1.5 metres above the starting point including cosolidation & ramming ; complete all as specified and directed by the Engineer In Charge.

Material & Labour for Factory made kerb stone made of M-25 grade cement concrete , laying at or near ground level 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 5 mm), including making drainage opening wherever required ; complete all as specified and directed by the Engineer In Charge.

Rolling and consolidating to the required level, gradient or camber formation surfaces level in cutting with power roller 8 to 12 tonne ; complete all as specified and directed by Engineer In Charge.

Material & Labour for 200mm (compacted thickness) thick GSB (Granular Sub Base ) of grade-I as per table 400 of MORTH , IRC specifications laid with mechanical pavers, rolled and compacted to required gradient and camber with 8 to 10 tonne power roller and vibrator roller complete as per MORTH specifications ; complete all as specified and directed by the Engineer In Charge.

Material & Labour for providing, laying, spreading 150mm (compacted thickness) of WMM (Wet Mix Macadam) in two layers (Each Layer 75mm compacted thickness) ; made of compacting base course of graded stone aggregate and grannular material confirming to MORTH specifications in two layers of equal compacted thickness each as per following steps :- Step 1 :- Wet Mix Macadam(WMM) base course of graded stone aggregate and grannular material confirming to MORTH specifications shall be prepared in an approved mechanical mixing plant of suitable capacity having provision for controlled addition of water and forced/ positive mixing arrangement like pug mill or pan type mechanical mixer of concrete batching plant, the mixed material shall be uniformly wet & no segregation shall be permitted . Step 2 :- Immediately after mixing, the mixed Material shall be carriage by tipper to site, laying in uniform layers spread uniformly and evenly upon the prepared sub-grades/sub-base/base in required quantities. In no case shall be dumped in heaps directly on the areas where these are to be to laid nor shall their hauling over a partly completed stretch be permitted. The mix shall be spread by a paver finisher, finishing the surface even and smooth in level without any undulations. Step 3 :- After mix has been laid to the required thickness, grade and cross fall/camber the same shall be compacted to the full depth compacting with vibratory roller to achieve the desired density as per MoRTH Technical Specifications clause 406 with vibratory roller, finishing the surface even and smooth in level without any undulations. Notes :- (i) All the material shall be confirming to MORTH specifications and work shall be executed at site as as per MoRTH Technical Specifications .(ii) Above Said procedure ( Step 1 to Step 3) shall be adoppted separately to carry out the work for each layer.

Material & Labour for Preparing surfaces by brushing with wire brushes and by means of mechanical broom for removing caked mud & loose extraneous matter etc. and finally removing all loose dirt etc and cleaning the WBM/ WMM surface with high-pressure air jet received from a compressor to the entire satisfaction of engineer in charge ; complete all as specified and directed by the Engineer In Charge.

Material & Labour for applying evenly a priming/tack coat of paving bitumen VG 10 @ of 10 kg per 10 square metre with power spray compressor to the entire satisfaction of engineer in charge ; complete all as specified and directed by the Engineer In Charge.

Material & Labour for 75mm thick (consolidated thickness) premixed Bituminous Macadam using 4% binder contents (Using Paving Bitumen VG 30) by weight of total mix , laid with mechanical pavers, rolled and compacted to required gradient and camber with 8 to 10 tonne power roller ; complete all as specified and directed by the Engineer In Charge.

Material & Labour for applying evenly a priming/tack coat over prepared Bituminous Macadam surfaces, with bituminous primer of paving bitumen VG 10 @ of 2.5 kg per 10 square metre with power spray compressor to the entire satisfaction of Engineer in Charge including preparation of BM surfaces ; complete all as specified and directed by the Engineer In Charge.

Material & Labour for 40mm thick (consolidated thickness) premixed hot mix Asphaltic Semi Dense Concrete carpet using 5.5% of binder contents using Paving Bitumen of grade VG-30 by weight of total mix , rolled , consolidation & compacted to required camber and gradient with 08 to 10 tonne power road roller and to required gradient and camber ; complete all as specified and directed by the Engineer In Charge. Note :- Premixed hot mix Asphaltic Semi Dense Concrete shall be laid by means of self propelled mechanical paver, finishing with suitable speed and capable of laying, spreading, tamping and finishing.

Material and labour for preparing existing black top surface by wire brushes for removing cacked mud etc sweeping with brooms and finally fanning the clean surface with mechanical compressore to remove all loose dust/dirt etc and including applying evenly a priming/tack coat with bituminious primer using Paving Bitumen of Grade VG 30 @ 5 kg per 10 Square Metre on black top surface ; complete all as specified and directed by the Engineer In Charge.

Material & Labour for 30mm thick (consolidated thickness) premixed hot mix Asphaltic Semi Dense Concrete carpet using 5.5% of binder contents using Paving Bitumen of grade VG-30 by weight of total mix , rolled , consolidation & compacted to required camber and gradient with 08 to 10 tonne power road roller and to required gradient and camber ; complete all as specified and directed by the Engineer In Charge. Note :- Premixed hot mix Asphaltic Semi Dense Concrete shall be laid by means of self propelled mechanical paver, finishing with suitable speed and capable of laying, spreading, tamping and finishing.

Material and labour for Preparation of new surfaces of stone, concrete or plastered surfaces of any description over 10cm girth or width, not otherwise described and applying two coats of Synthetic Enamel Paint over a coat of primer ; complete all as specified and directed by the Engineer In Charge.

Material and labour for painting line, dashes, arrow, letters etc on road pavement of new/old black top surface road surface and applying one coat of retro reflective thermoplastic road marking paint 2 mm thick & width not exc 10 cm for longer durability with 8% glass beads using special applicator machine fitted with profile shoe heater driven by experianced operator on road surfaces on including preparation of new/old treated surfaces, cleaning surfaces of all dirt, scales, oils, grease & foreign materials etc complete all as specified and directed by Engineer in charge with heating arrangement upto 160 degree celcius. Paint material shall be conforming to ministry of surface transport (MOST) specification 803.4 Vol -I as laid down in specification of road / bridge work " third revision" ; complete all as specified and directed by the Engineer In Charge.

Supply and fixing for cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions ; complete all as specified and directed by the Engineer In Charge.

Material and labour for 600mm bore reinforced concrete drain pipes, class NP2, laid in floor and jointed complete with collars ; complete all as specified and directed by the Engineer In Charge.

Material and labour for Hardcore of gauge of broken stone or boulder not exceeding 63mm, deposited, spread and levelled in layers not exceeding 150mm thick, watered and well rammed to a true surfaces ; complete all as specified and directed by the Engineer In Charge.

Material and labour for 100mm thick Cement Concrete (1:3:6), type C-2 (using 40mm graded crushed stone aggregate) as in sub base , surfaces finished even & fair without using extra cement ; complete all as specified and directed by the Engineer In Charge.

Material and labour for 150mm thick Cement Concrete (M-20) nominal mix, type A-1 using 20mm graded crushed stone aggregate in topping layer of Flooring or Hardstanding , surfaces finished even & smooth without using extra cement ; complete all as specified and directed by the Engineer In Charge.

Material and labour for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'A' , including form work if required to form joints ; complete all as specified and directed by the Engineer In Charge.

Excavation in post holes (or similar holes) each not exceeding 0.5 Cubic Metre in any type of soil, getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25Cms thick watering and well ramming and removing surplus soil to a distance n, exc 50m and making good surface. ; complete all as specified and directed by the Engineer In Charge.

Material and labour for Cement Concrete (1:2:4) , type B-2 using 40mm graded crushed stone aggregate in as in foundation filling or mass concrete ; complete all as specified and directed by the Engineer In Charge.

Material and labour for Mild Steel Fencing Post and struts including cutting tops to shaps as dircted, drilling holes, notching for wire etc, flat iron fillets (for securing wire mesh) including all necessary drilling, bolting or riveting, welding etc and similar work conforming to Fe-290 Gde E-165 ; complete all as specified and directed by the Engineer In Charge.

Supply and fixing for Mild Steel galvanised Chain link fencing wire mesh of size 50mm x 50mm , made of 3.8mm dia mild steel galvanised wire ,including line wires, standards, rails, straining bolts, nuts etc including provission of binding wire ; complete all as specified and directed by the Engineer In Charge. Note : A BOO officer shall be nominated by the CWE , who will check & verify the actual weight of Chain link fencing wire mesh provieded at site by the contractor.

Supply and fixing for mild steel round bars 10 mm dia Grade 1 as per IS 432, as in strands , cut to length, bent to shape required, for holding chain link fencing mesh, including bending , hooking ends and binding with mild steel wire ; complete all as specified and directed by the Engineer-in-Charge.

Supply and fixing for Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exceeding 5cm long and dia of neck 11mm to 15mm ; complete all as specified and directed by the Engineer in Charge.

Supply and fixing for Galvanised 2 strand steel barbed wire 2.24mm dia, barbed with 2.00 mm dia barbs at 75mm spacing, straining and fixing to any standard rails and straining bolts incl securing or typing at crossing with and provisions of galvanised mild steel wire stapples or steel pins etc ; complete all as specified and directed by the Engineer in Charge.

Supply and fixing for Concetrina coil of Galvanized Iron high tensile securing or tying including provision of mild steel wire stapples or steel pins etc ; complete all as specified and directed by the Engineer in Charge.

Material and labour for applying two coats of synthetic enamel paint over a coat of red oxide primer on new steel surfaces of any description having width/girth exceeding 10 cm including preparation and rubbing the surfaces with sand paper to make surfaces even and smooth ; complete all as specified and directed by the Engineer-in-Charge.

Excavation in trenches not exceeding 1.5metre in width and not exceeding 1.5metres in depth and getting out in any type of soil ; complete all as specified and directed by the Engineer-in-Charge.

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

Removal of excavated surplus material to a distance not exceeding 50metres and depositing where directed at a level not exceeding 1.5metres above the starting point ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for Cement Concrete (1:3:6) , type C-2 using 40mm graded crushed stone aggregate in as in foundation filling or mass concrete ; complete all as specified and directed by the Engineer In Charge.

Material and labour for Form work to sides of concrete fdn footing base of columns and raft beams sides and soffits (if any) of plinth beams ; complete all as specified and directed by the Engineer In Charge.

Material and labour for Form work to sides of pillars, posts, struts, pier, columns square, rectangular or polygonal rough finished surface of concrete ; complete all as specified and directed by the Engineer In Charge.

Material and labour for Reinforced Cement Concrete M-25 (Design Mix) as in foundation, including raft, footing foundation beams, plinth beams , bases for columns. ; complete all as specified and directed by the Engineer in Charge.

Material and labour for Reinforced Cement Concrete M-25 (Design Mix) as in Columns, Pillars, Piers Posts & Struts & similar works; complete all as specified and directed by the Engineer in Charge.

Supply and fixing for mild steel (Fe 500) TMT bars 10 mm dia and over as in reinforcement , 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 0.9 mm dia or securing with clips ; complete all as specified and directed by the Engineer-in-Charge.

Supply and fixing for mild steel (fe 500) TMT bars 5mm dia & up to 10 mm dia as in stirrups , 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 0.9 mm dia or securing with clips ; complete all as specified and directed by the Engineer-in-Charge.

Supply and fixing for framed work as in doors or gates and water tank stage,Cooler Stand, balcony railing and similar work etc with angle or other section, tubular pipe (circular/rectangular) with flat and square guard bar, rails, braces, etc.complete, drilled for fixing of steel sheeting or other covering, Doors etc, to be prepared for hanging or sliding including necessary cutting in bricks/concrete wall and fixed with hooks and hinges or steel hanging door fittings and fastening and fixing Fe 410 Gde E-250 ; complete all as specified and directed by the Engineer-in-Charge.

Supply and fixing GI tubes 'medium grade' galvanised, 25 mm bore, ISI marked with all fittings such as bends, tees,elbows, unions,short pieces, connectors, back nuts etc and fixed complete to walls and ceilings or laid in floors Including cutting hole in brick/concrete wall ; complete all as specified and directed by the Engineer-in-Charge.

Supply and fixing for GI tubes 'medium grade' galvanised, 20 mm bore, ISI marked with all fittings such as bends, tees,elbows, unions,short pieces, connectors, back nuts etc and fixed complete to walls and ceilings or laid in floors Including cutting hole in brick/concrete wall ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for applying two coats of synthetic enamel paint over a coat of red oxide primer on new steel surfaces of any description having width/girth exceeding 10 cm including preparation and rubbing the surfaces with sand paper to make surfaces even and smooth ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for Rendering 10mm thck in Cement Mortar (1:4) on fair faces of brick work or Concrete surfaces , surfaces finished even and smooth without using extra cement ; complete all as specified and directed by the Engineer-in-Charge

Demolition of brick work built in cement mortar including all quoin, arches pillars but excluding ashlar facing dressed stone work and precast concrete article ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for 18 to 20mm thick Granite (of any type) work (table rubbed and polished) in steps,skirting/dado, jambs, pillars, window- cills, and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, over and including 15mm thick screed bed in Cement mortar (1:4) ; complete all as specified and directed by the Engineer in Charge.

Material and labour for Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations ; complete all as specified and directed by the Engineer-in-Charge.

Dismantling & Complete removal of existing roof treatment of any description viz ; tar felt or membrane surface or roof tiles under layer, taking down of cement plaster, PCC padding , brick tiles and mud phuska of any thickness etc. including grubbing up of tree roots, grass roots and preparation of concrete surfaces by scrubbing down with steel brushes and cleaning with water to remove all loose dirt / dust etc ; with & including filling cracks in existing roof with cement putty using suitable bonding agent (shalcrate 42) before laying PCC padding on roof with and including removing all the debris to a distance as directed by the Engineer-in-Charge.

Material and labour for Plain cement concrete 1:2:4 type B-0 using 12.5 mm graded Crushed stone aggregate as in roof paddding, & providing proper slope 1:40 in PCC padding , surfaces finished even and fair without using extra cement to receive cement plaster ; complete all as specified and directed by the Engineer-in-Charge.(Note :- Minimum average 50mm thickness of PCC shall be maintained)

Material and labour for Rendering 10mm thck in Cement Mortar (1:4) on new Concrete surfaces of roof padding and including mixing of water proofing compound (WPC shall be measured and paid separately) , surfaces finished even and smooth without using extra cement to receive treatment on roof Complete ; complete all as specified and directed by the Engineer-in-Charge

Supply only Liquid water proofing admixture ; complete all as specified and as directed of as per manufacturers instruction.

Material & labour for Water Proofing Treatment to roof surfaces (in Four Coats) With fiber reinforced elastometic liquid water proofing membrane formulated with PU hybrid polymers and reinforcing acrylic fibers with sun reflective index (SRI) of 100-110, having minimum elongation of 350%, tensile strength 2.9 Mpa and shall have reack bridging ability upto 2.5mm and shall resist 10 bars of hydrostatic pressure reduce surface temperature upto 10 degree celsius to RCC roof slab, Roof reatment shall be carried out in four coats to newly plastered roof surfaces as per the procedure given below :- (a) Apply First Coat of fiber reinforced elastometic liquid water proofing membrane as described above with 33% dilution as priming coat as directed by Engineer-in-Charge (b) Laying Second Coat of fiber mesh 0.3mm thickness weave in leno pattern having weight 45 Grams Per Sqm and pasting it properly with overlap of 50mm as directed by Engineer-in-Charge and allow it to dry. (c) Apply Third Coat of fiber reinforced elastometic liquid water proofing membrane as described in para (a) above but undiluted @ 0.45 Litres Per Sqm of roof surfaces as directed by Engineer-in-Charge. (d) Applying Fourth & Final Coat of fiber reinforced elastometic liquid water proofing membrane as described in para (a) above but undiluted @ 0.45 Litres Per Sqm of roof surfaces as directed by Engineer-in-Charge. (e) The water proofing treatment shall be carried out by the authorised applicator of manufacturer, Contractor shall submit a triparty agreement (between contractor, said manufacturers of Fiber Reinforced Elastomeric Liquid Water Proofing Membrance and their Authorised Applicator) on Non Judicial Stamp Paper to GE and shall be approved by the GE before commencement of roof treatment work at site(Refer Schedule "A" notes).

Material and labour for PCC 1:3:6 type C2 using crushed stone aggregate as in as in coping, benching, PCC, block for hold fast including all necessary from work ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for Brick work with subclass 'B' bricks, old size bricks, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for Brick work with old bricks, retrived from demolition , straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 but except bricks ; complete all as specified and directed by the Engineer-in-Charge.

Taking down chowkats or frames with shutter (without taking off shutter from the frame) not exceeding 1.5 Sqm each including cutting holes for taking out hold fast or dismantling brick work and removing rubish material from site ; complete all as specified and directed by the Engineer in Charge.

Material & Labour Factory Made Box type steel windows having Glazed & gauzed shutters , with rectangular tubular frame factory made of ERW tube of size 79mmx39mm,16 gauge tubular frame with side hung shutter with glazing bars 12mm x 3mm flat iron, with 04 Nos MS steel lugs of 20mm x 5mm MS flat 200mm long over all welded to frames & PCC blocks in PCC (1:2:4) type B1 for embedding lugs with & including projecting type hinges with steel handle and steel peg stay dovetailed or welded, including 2 Nos tower bolts 100mm long to each shutter and MS grill 10mm square bar spacing 100mm centre to centre , 04 Nos MS steel lugs of 20mm x 5mm MS flat 200mm long over all welded to frames & PCC blocks in PCC (1:2:4) type B1 for embedding lugs. complete, with & including two coats of synthetic enamel paint over one coat of red oxide primer all as specified & pattern shown in drg No CEPZ/ID-245/01 and 246/02 sheet ½ & 2/2 ; complete all as specified and directed by Engineer -in-Charge.

Taking down cement plaster 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.

Material and labour for rendering 15mm thick on fair faces of brick or concrete surface walls, in cement mortar (1:4) , rendering is to be finished even and smooth without using extra cement ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour rendering 15mm thick on other than fair faces of brick or concrete surface walls, in cement mortar (1:6) , rendering is to be finished even and smooth without using extra cement ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour rendering 10mm thick on fare concrete surface of ceiling/colmn/beams, in cement mortar (1:3) , rendering is to be finished even and smooth without using extra cement ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for prepration of old one coat of water based premium acrylic smooth exterior grade primer @ 0.9 Litres (undiluted) Per Ten Square Metre diluted with water in 1:1 ratio (over over old surfaces) and Allow 6 to 8 hours to dry the surface for painting of subsequent coats ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VoC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm diluted with water as per manufacturer instructions applied over priming surface & Allow 6 to 8 hrs to dry the surface in between subsequent coats of paint ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for prepration of new plastered surfaces of walls (Height up to 5metres with necessary scaffolding) & applying two coats of Premium weather proof exterior emulsion in camouflage pattern over a coat of primer on newly plastered surfaces of walls ; complete all as specified and directed by the Engineer-in-Charge. Note :- (i) Work shall be carried out up to 5metres height buildings and the necessary scaffolding, trestles, ladders, craddles necessary for execution of work and protective measures , safety measures shall be arranged by the contractor for labour at thier own & rates quoted by the contractor are inclusive of this aspect. (ii) camouflage pattern shall be approved by the user before execution of work.

Material and labour for prepration of any description wood, steel, iron, concrete, brick, stone, etc and applying two coat of Fire resisting paint on Surfaces of any description wood, steel, iron, concrete, brick, stone, etc., exceeding 10cm in width or girth of any shades as approved over & including preparation of surfaces as per manufactures instructions ; complete all as specified and directed by the Engineer-in-Charge.

Demolition of cement concrete of any description and in any position not otherwise specifically provided for and removing unserviceable material from the work site to out side defence land ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for 100mm thick Cement Concrete (1:2:4) , type B-2 using 40mm graded crushed stone aggregate in topping layer of Flooring or Hardstanding , surfaces finished even & smooth without using extra cement ; complete all as specified and directed by the Engineer In Charge.

Material and labour for 75mm thick Cement Concrete (1:3:6), type C-1 (using 20mm graded crushed stone aggregate) as in plinth protection, and shall be laid in panels including use and waste of form work/screed strips to divide the area in panels,the joint in between the panels shall be fiiled with bitumenous mastic filling , & surfaces finished even & fair without using extra cement ; complete all as specified and directed by the Engineer In Charge.

Dismantling of concrete by chiseling from RCC members like column , beam, parapet facia, chajja, ceiling etc; exposing the reinforcement without disturbing, the reinforcement free from rust by sand blasting/using chemical and Material & Labour for apply a coat of rustolin to remove rust and acralic polymer on old rusted reinforcement proving at places additional reinforcement welding with existing reinforcement as directed wherever required binding RCC 50mm x 50mm (10 mm gauge welded mesh ) & tack , securing with clips / blinding wire, welding & provision guniting pressure 2.2 to 2.5 kg /sqm with admixer 1 cement 3.5 of sand of thickness 25 to 40 mm including stripping floating with wooden strippers for proper dimension control neccssary form work & scaffolding up to four storey and including height of head room complete surface of guniting to be finished fair with 10 mm thick plaster with chicken wire mesh in cement mortar 1:4 with water proofing compound @ 3% by weight of cement and recron 3 S as per manufacturer instruction cleaning & removing of waste meterial etc and apply two coats of Dr fixit / Pidilite / Sika / Fosroc new coat ezee at interval of 8 hours cure for the surfaces ; complete all as specified and directed by the Engineer in Charge.

Dismantling wrought iron/door or mild steel work of any description ; complete all as specified and directed by the Engineer in Charge.

Supply and fixing for Framed work as in doors or gates of angle or other 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 (Fe 410-W (Gde E-250) quality -A) ; complete all as specified and directed by the Engineer-in-Charge.

Supply and fixing for Plain Mild steel sheet 1.25mm thick , black sheet 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 40mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required ; complete all as specified and directed by the Engineer in Charge.

Supply and fixing for for Joist, channel, angle, or tee sections (Fe 410-W (Gde E-250), fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) ; also fastening and fixing complete quality -A) ; complete all as specified and directed by the Engineer-in-Charge.

Supply and fixing for Steel roller of any dia for rolling shutters ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for prepration of any description steel or iron, surfaces and applying two coat of Fire resisting paint exceeding 10cm in width or girth of any shades as approved over & including preparation of surfaces as per manufactures instructions ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for taking down old MS gates of any size, type and repairing the gate including necessary requirement if any, fixing the joints of gates to its original position , fixing of MS sliding door & angles, channel and roller at the bottom and top of the gate for easy movement and making good the disturbed surface and refixing the gate to its original position after making the gate fully functional to complete satisfaction of Engineer in Charge ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for Forming 25 mm width expansion joint in concrete slab for full depth of POC. Early entry saw and subsequent cutting by using diamond bit cutter appropriate size. straight and smooth edges. Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The join then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and othe debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breake tape on top of back up rod for complete width of the joint and filled with polyurethane based sealan complying with BS-5212, BS 4254 and EN- 141875 2003 with minimum movement accommodation factor (MAF) of +I- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for Forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1 J3rd to 1 /41h the thickness of the slab widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer ; complete all as specified and directed by the Engineer-in-Charge.

Material and labour for Clean existing reinforcement of columns, chajjas, facia with wire brush/rotary wire brush to make surface free from rust scales, loose material, dirt etc complete and providing applying two coats of rust remover and two coat of alkaline rust converting primer/zinc primer and form a corrosion resitant, insoluble and adherent protective layer, including cleaning the reinforcement, wire brushing to remove loose rust spalls, with time interval of 1 hour between the coats use in column ; complete all as specified and directed by the Engineer-in-Charge. Make : Fosroc Nito bond EP or equivalent agent.

Material and labour for Clean existing reinforcement of Beams with wire brush/rotary wire brush to make surface free from rust scales, loose material, dirt etc complete and providing applying two coats of rust remover and two coat of alkaline rust converting primer/zinc primer and form a corrosion resitant, insoluble and adherent protective layer, including cleaning the reinforcement, wire brushing to remove loose rust spalls, with time interval of 1 hour between the coats use in Beams ; complete all as specified and directed by the Engineer-in-Charge. Make : Fosroc Nito bond EP or equivalent agent.

Material and labour for Clean existing reinforcement of Slab/Walls with wire brush/rotary wire brush to make surface free from rust scales, loose material, dirt etc complete and providing applying two coats of rust remover and two coat of alkaline rust converting primer/zinc primer and form a corrosion resitant, insoluble and adherent protective layer, including cleaning the reinforcement, wire brushing to remove loose rust spalls, with time interval of 1 hour between the coats use in Slab/Walls ; complete all as specified and directed by the Engineer-in-Charge. Make : Fosroc Nito bond EP or equivalent agent.

Material and labour for Providing and applying, brush application, curing to form anticorrosive with high bond strength of anticorrosive polymer modified cementitious coating for corrosion inhibiting protection of reinforcement in one layers of total thickness of 2 mm to existing reinforcement of columns. ; complete all as specified and directed by the Engineer-in-Charge. Make : Fosroc Nito bond EP or equivalent agent.

Material and labour for Providing and applying, brush application, curing to form anticorrosive with high bond strength of anticorrosive polymer modified cementitious coating for corrosion inhibiting protection of reinforcement in one layers of total thickness of 2 mm to existing reinforcement of Beams. ; complete all as specified and directed by the Engineer-in-Charge. Make : Fosroc Nito bond EP or equivalent agent.

Material and labour for Providing and applying, brush application, curing to form anticorrosive with high bond strength of anticorrosive polymer modified cementitious coating for corrosion inhibiting protection of reinforcement in one layers of total thickness of 2 mm to existing reinforcement of Slab/Walls. ; complete all as specified and directed by the Engineer-in-Charge. Make : Fosroc Nito bond EP or equivalent agent.

Material and labour for Rebuilding the section of damaged RCC Columns elements to its original size or as directed by Engineer-in-Charge in thickness exceeding 40mm but not exceeding 100mm by providing and casting with pre-packed dual shrinkage compensated micro concrete of minimum grade of M40 and above including providing and fixing of water tight foam faced finish shuttering all lead and lift mixing placing, deshuttering, levelling the surface by grinding off cementitious slurry of construction joints of differences in any to satisfaction of Engr-in-charge, curing etc in Column . ; complete all as specified and directed by the Engineer-in-Charge. Make : Fosroc Nito bond EP or equivalent agent.

Material and labour for Rebuilding the section of damaged RCC Beams elements to its original size or as directed by Engineer-in-Charge in thickness exceeding 40 mm but not exceeding 100mm by providing and casting with pre-packed dual shrinkage compensated micro concrete of minimum grade of M40 and above including providing and fixing of water tight foam faced finish shuttering all lead and lift mixing placing, deshuttering, levelling the surface by grinding off cementitious slurry of construction joints of differences in any to satisfaction of Engineer-in-Charge, & curing etc in Beams. ; complete all as specified and directed by the Engineer-in-Charge. Make : Fosroc Nito bond EP or equivalent agent.

Material and labour for Rebuilding the section of damaged RCC Slabs/Walls elements to its original size or as directed by Engineer-in-Charge in thickness not exceeding 60mm in layers of minimum thickness exceeding 20mm and average thickness 40mm each by providing and applying ready mixed dual shrinkage compensated thixotropic mortar (PMM) of minimum grade M-40 and above, including all lead lift, mixing by addition of water only as per manufacture's recommendation, levelling the surface, curing etc ; complete all as specified and directed by the Engineer-in-Charge

Material & Labour for Earthing complete with Galvanized steel pipe electrode, 40mm bore, medium grade 2.5 metres length, buried directly and preferably vertically in ground with top edge not less than 1.25 metres below ground level connected with earthing lead of 4mm dia galvanized iron or steel wire by means of bolts, nuts , check nuts, and washers , with 20mm GI pipe medium grade with reduced socket up to Test point , including 15mm dia watering pipe with funnel & wire mesh, PCC Earth pit chamber in PCC 1:2:4 using 20mm stone aggregates having CI frame made of C I COVER 10mm thick hinged to CI frame including 6mm thick MS bar handle made to shape complete all as specified and shown in electrical plate No.2 of SSR Part-I including earth work in any type of soil ,removal of surplus soil and providing charcoal dust & salt layers all around the earth electrode in full depth as shown & all as required ; complete all as specified and directed by the Engineer In Charge. Note :- Up to 7.5 metres GI protection pipe 20mm MG & GI wire shall deemed to be included in unit rate quoted by tenderer , GI protection pipe 20mm MG & GI wire beyond 7.5 metres will be measured separately under respective items.

Supply & Fixing for Air termination, single pointed aluminium rod 12mm dia and 300mm long with & including disconnectiong, dismantling and taking down carefully existing old unserviceable single pointed air termination copper/aluminium rod including GI Pipe any size with nuts & bolts ; complete all as specified and directed by Engineer -in-Charge.

Disconnecting, dismentiling and taking down carefully old unserviceable any type or size of Strip ; complete all as specified and directed by Engineer -in-Charge.

Material and labour Aluminium strip of size 25mm x 3.15mm with saddles and fixing screws, nuts, bolts and washers etc. for roof conductors and down conductors above ground ; complete all as specified and directed by the Engineer In Charge.

Material and labour Galvanised Iron strip of size 32mm x 6mm with saddles and fixing screws, nuts, bolts and washers etc. for roof conductors and down conductors above ground ; complete all as specified and directed by the Engineer In Charge.

Supply and fixing for test point termination block of size 75mm x 75mm x 25mm made of Gun Metal or phospherous bronze drilled and screwed including 3 Nos, 8mm dia 25 mm long hex head screw and box of size 90 x 90 x 90 mm (Made out of 1.6 mm thickplain brass sheet) and screwed to wall for protection of test point ; complete all as specified and directed by the Engineer In Charge.

Material and labour for Galvanised Iron pipe of size 40mm medium grade for fixing air termination rod as pipe post fixed with necessary nuts, bolts, screws , clamps ; complete all as specified and directed by the Engineer In Charge.

Material and labour for Cement Concrete (1:2:4) , type B-1 using 20mm graded crushed stone aggregate in as in blocks for fixing GI pipe for instalation of air termination rod etc including necessary form work and rendering 5mm thick on fare concrete surface in cement mortar (1:3) , rendering is to be finished even and smooth without using extra cement ; complete all as specified and directed by the Engineer In Charge.

Note: The schedule of credit has been attached in tender in PDF format and amount of credit schedule i.e. Rs 44490.00 shall be deducted from the total amount of BOQ to arrive at the contract sum.

Sandeep Kumar (BID ID -3365708)

Elite Builders (BID ID -3365143)

M/S SINGH AND ASSOCIATES (BID ID -3367738)

KULWANT SINGH (BID ID -3376246)