Tender For Tourism Development Work Of Kailash Mandir, Phase-Iiin District Agra (U.P.) - GHATBanking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift :All kinds of soil 2 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. All kinds of soil 3 Supplying old/used empty Cement bags including all texes. Filling empty cement bags with local earth/RBM/silt, hand sewing with suja & sutli and placing in position within 60 M placing. 4 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like 5 Silt clearance / trench digging including lift upto 1.5 and lead upto 6 m including cost of driver/ assistant driver , POL maintenance of machine , contractor profit , taxese etc but excluding leveling dressing & campaction. (a) by hydraulic excavator /jcb/ equivalent capacity 25 cum/ hour ie 1000/25(1000 per hour) 6 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete 7 Providing and Fixing 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cmlong shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. 8 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil 9 Driving sheet piles including labour and all t&p etc required for proper completion of work but excluding cost of sheet piles in ordinary soil sand and light clay (a) upto depth ofupto 15.0 m 10 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 11 Extra over single under ream for providing additional bulbs in under reamed piles, underspecified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles 12 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-chargeSingle pile upto 50 tonne Safe capacityInitial test (Test Load 2.5 times the Safe capacity) 13 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-chargeSingle pile upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity) 14 providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work;usingcoarse aggregate and fine aggregate derived fromnatural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures inrecommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improvedurability andworkabilitywithout impairing strength; including pumping of concrete tosite of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge;for the following gradesof concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately.in case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works upto plinth levelconcrete of m30 grade withminimum cementcontent of 350 kg /cum 15 providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work;usingcoarse aggregate and fine aggregate derived fromnatural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures inrecommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improvedurability andworkabilitywithout impairing strength; including pumping of concrete tosite of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge;for the following gradesof concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately.in case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works upto plinth levelconcrete of m30 grade withminimum cementcontent of 350 kg /cum 16 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 17 providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work;usingcoarse aggregate and fine aggregate derived fromnatural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures inrecommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improvedurability andworkabilitywithout impairing strength; including pumping of concrete tosite of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge;for the following gradesof concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately.in case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works upto plinth levelconcrete of m30 grade withminimum cementcontent of 350 kg /cum 18 centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 19 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 20 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone 21 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 22 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 23 Cost of CNC, engraving on red sand stone of min 70 mm thickness required for precise carving wherever required of approved depth as per design approved from Architect in charge including cost of designing, for overall mural including the cost of labour involved in day to day fabrication and processing of Artistic work Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone - Exposed face machine cut and table rubbed with rough backing.Designing of the mural walls as per approved designs by the architect design based on shiv theme 24 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stoneExtra for stone work ashlar sunk or moulded or sunk and moulded or carved in : Triangular or Square or rectangular pillars 25 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 26 Provinding & fixing granite stone cobblingas per designUsage/Application Pavement Type Indoor Material Granite Dimensions 4x4x3-4 Inch Shape Square 27 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more 28 Provinding and fixing S.S CHAINMaterial Stainless Steel Size/Capacity All Sizes Available Usage/Application Industrial Color Natural Brand Hindon Length As Required Rust Proof 29 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.M.S. tube 30 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel worksPainting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 31 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shadetwo of more coat on new work over 32 Supply & Fixing of diffrent type of sculpture (average Size 5’x2’ LS)with 5 layer fibre casting & PU paint (PU paint is more effective at protecting against water damage, making it a better choice for areas that are exposed to moisture. PU paint is also highly resistant to scratches and wear and tear, making it a better choice for high-traffic areas.) water proof & all weather proof material with installation on site. 33 EXTERNAL ELECTRIFICATIONSupply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S.clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 16 sqmm 4 core 34 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 A socket outlet 35 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required .63 mm dia (CD-63 mm & ID-51 mm nominal) 36 Supply and installation of Decorative Pole as per Lustre item No. Li-8226 .The Pole is made of Mild Steel and cast iron. The total height of the pole is 5000mm nominal above the ground. The bottom section of the poleis of 140mm dia x2000mm long x 4.8mm thick and top section of the pole is 89mm dia x 3000mm long x3.2mm thick including 90 mm long with reduced dia on the top as per Luminaire entry. A service window with proper strengthening to cut out door shall be provided to accommodate a 6 amp SP MCB and 32 amp heavy duty connector for mains connections in the bottom part of the pole. The bottom part and the top part of the pole shall be joined together by using M.S. flanges & shall be welded properly. Cast Iron embellishments shall be fitted and sealed by grub screw fixing. A Round mild steel casted decorative base plate of335mm dia shall be welded at the bottom of the pole for foundation. The Decorative pole is duly pretreated by Shot Blasting Process and painted in U.V. ray resistant polyurethane/Polyester coating in approved color shade.Decorative pole shall be installed at desired location including foundation of the pole by making cement concrete foundation of 1:2:3( 1 cement: 3 course sand : 6 graded stone aggregate 40mm nominal size) with the help of anchor bolts and 38mm G.I sleeve as required. Make:-Lustre/Ligman/Philips/Homdec/Thorn 37 Supply and Installation of 120W Led Post Top Luminaire as per Lustre item No. Li-50034-120. Luminaire is made of Cast and Spun Aluminium and fitted with polycarbonate/PMMA/Glass diffuser.The dimensions ofthe Posttop Luminaire are 445 mm width and 1000mm Height.Led shall be mounted on the PCB and fitted in the Luminaire .PCB shall be fitted on the suitable Heat Sink for proper Heat Dissipiation.Suitable Constant Current Led driver with power factor 0.95 or more and efficiency 85% or more Shall also be fitted inside the Luminaire. The Surface of the Luminaire Shall be machined and polished Properly to give it a Smooth Surface. The Luminaireshall be duly pretreated and Coated in U.V. ray resistant polyurethane/Polyester in approved color shade. A Two Way Connector Shall be Provided in the Luminaire for the mains Connections. Luminaire Shall be installedat the desired location on the decorative pole. Make:-Lustre/Ligman/Philips/Homdec/Thorn 38 Providing & Laying Monkey Spikes 13 Long x4 wide 39 Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with coverlate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt) as required. 40 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 2x2.5 sq.mm 41 Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as required. Above 4.50 metre and upto 6.50 metre 42 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactoresm HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. 25 A TPN 43 Supply & burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), length upto 3000mm, outer dia 50mm, inner dia 25 mm, terminal dia 12mm, outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization upto 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm GI strip, upto switch board (from apron to switch board, the cost of GI strip will be extra) along with 30 cm square CI frame with hinged cover & masonry housing. Make : As approved in UP PWD & CPRI certified. 44 BHANDAR GRAHEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil 45 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m 46 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 47 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 48 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 49 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 50 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 51 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1% concentration 52 providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work;usingcoarse aggregate and fine aggregate derived fromnatural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures inrecommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improvedurability andworkabilitywithout impairing strength; including pumping of concrete tosite of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge;for the following gradesof concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. in case the cement content in design mix is more than 110% of thespecified minimum cement content,the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works upto plinth levelconcrete of m30 grade withminimum cementcontent of 350 kg /cum 53 providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work;usingcoarse aggregate and fine aggregate derived fromnatural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures inrecommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improvedurability andworkabilitywithout impairing strength; including pumping of concrete tosite of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge;for the following gradesof concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. in case the cement content in design mix is more than 110% of thespecified minimum cement content,the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works above plinth level upto floor V level concrete of m30 grade withminimum cementcontent of 350 kg /cum 54 providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work;usingcoarse aggregate and fine aggregate derived fromnatural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures inrecommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improvedurability andworkabilitywithout impairing strength; including pumping of concrete tosite of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge;for the following gradesof concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. in case the cement content in design mix is more than 110% of thespecified minimum cement content,the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works above plinth level upto floor V level concrete of m30 grade withminimum cementcontent of 350 kg /cum 55 providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work;usingcoarse aggregate and fine aggregate derived fromnatural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures inrecommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improvedurability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works upto plinth levelconcrete of m30 grade withminimum cementcontent of 350 kg /cum 56 providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work;usingcoarse aggregate and fine aggregate derived fromnatural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures inrecommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improvedurability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works above plinth level upto floor V level concrete of m30 grade withminimum cementcontent of 350 kg /cum 57 providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work;usingcoarse aggregate and fine aggregate derived fromnatural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures inrecommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improvedurability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works upto plinth levelconcrete of m30 grade withminimum cementcontent of 350 kg /cum ( footing work) 58 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 59 Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: 60 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) 61 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand) 62 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 63 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. 64 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 65 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) 66 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) 67 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone - Exposed face machine cut and tablerubbed with rough backing.40 mm thick 68 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone 69 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 70 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 35 mm thick 71 Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 72 Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. Kiln seasoned and chemically treated hollock wood 73 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 74 Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). 75 Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywoodPainting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution 76 With ready mixed aluminium primer of approved brand and manufacture on resinouswood and plywoodPainting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution 77 Distempering (new work - Two coat or more coats ) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including water thinnable priming coatwith cement primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.(Ceiling) 78 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 79 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 80 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm 81 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm 82 Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete 83 Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts 84 Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers 85 Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers 86 Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform 87 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube 88 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution 89 Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately) 90 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.Red sand stone 91 ELECTRICAL BHANDAR GRAHWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group - A 92 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group -C 93 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 94 Supplying and Fixing followingpiano typeswitch/socket on the existing switch box / cover including connections etc. as required. 5/6amps switch 95 Supplying and Fixing followingpiano typeswitch/socket on the existing switch box / cover including connections etc. as required. 3 pin 5/6 socket outlet 96 Wiring for circuit/ subain wiring along with earth wire with the following size of FRLS PVCinsulatated copper condutor, singlecore cable in surface/ recessed steel conduit as reuired. 2x 1.5 sq. mm + 1x1.5 sq. mm earth wire 97 Wiring for circuit/ subain wiring along with earth wire with the following size of FRLS PVCinsulatated copper condutor, singlecore cable in surface/ recessed steel conduit as reuired. 2x 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 98 providing and laying earth connection electrode with 4.00 mm dia copper wire in 15 mm dia G.I pipe from earth electrode including connection with copperthimble excavation and re- filling as required 99 supplying and fixing of following size of steel conduit along with accessories in surface/ recess including painting in case of recessed conduit as required . 20 mm 100 Steooed bell push , ISI marked 101 250 mm X 300 mm X100 mm deep metal box 102 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC)Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factornot less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),THD less than 10%, remote or electronic regulator unit for speedcontrol and all remaining accessories including safety pin, nut bolts,washers, temperature rise=75 degree C (max.), insulation resistancemore than 2 mega ohm, suitable for230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required 103 Supply & fixing of LED Tube Light with batten suitable for up to 1 x 22 watt LED tube light complete including tube etc on surface complete in all respects. 104 Supply & fixing of LED Tube Light with batten suitable for up to 2 x 22 watt LED tube light complete including tube etc on surface complete in all respects. 105 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. 106 Supply & fixing of recess mounting round 15 to 18 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. 107 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder paintedincluding earthing etc. as required. (But without B/RCCB/Isolator)6 Way TPN 108 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without CB/RCCB/Isolator)4 Way SPN 109 Supplying and fixing following ratingg four pole, 415 , V isolator in the existing MCB BD comlete with connections testing and commissioning etc.As requored. 63 A 110 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required.63 Amp. 4 Pole MCB 111 2 +10 way, SPN, single door MCB DB 112 14 way, SPN, double door MCB DB 113 Modular blanking plate 114 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size direct in ground including excavation sand cushioning protective covering and refilling the trench etc. as required .Upto 35 sq. mm 115 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size direct in ground including excavation sand cushioning protective covering and refilling the trench etc. as required .Above 35 sq. mm and upto 95 sq mm 116 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.2X16 sq. mm(22mm) 117 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.2 X25 sq. mm (22mm) 118 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.Modular blanking plate 119 PATHWAYDemolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineerin-charge 120 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge .In cement mortar In cement mortar 121 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil 122 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 123 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 124 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 125 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm 126 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Coupler110 mm 127 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Bend 87.5°110 mm bend 128 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Shoe (Plain)110 mm Shoe 129 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand)100 mm dia 130 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 131 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge. 132 Provinding & fixing granite stone cobbling as per designUsage/Application Pavement Type Indoor Material Granite Dimensions 4x4x3-4 Inch Shape Square 133 REPAIR OF GATEDismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 134 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) 135 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :sand stone - Exposed face machine cut and table rubbed with rough backing.40 mm thick 136 PAVALLION / YAMUNA DARSHANEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil 137 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m 138 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 139 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 140 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 141 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 142 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 143 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1% concentration 144 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following gradesof concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, All works above plinth level upto floor V level concrete of m30 grade withminimum cementcontent of 350 kg /cum 145 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following gradesof concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, All works above plinth level upto floor V level concrete of m30 grade withminimum cementcontent of 350 kg /cum 146 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following gradesof concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, All works above plinth level upto floor V level concrete of m30 grade withminimum cementcontent of 350 kg /cum 147 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content,All works upto plinth levelconcrete of m30 grade withminimum cementcontent of 350 kg /cum 148 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content,All works above plinth level upto floor V level concrete of m30 grade withminimum cementcontent of 350 kg /cum 149 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content,All works upto plinth levelconcrete of m30 grade withminimum cementcontent of 350 kg /cum 150 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 151 Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: 152 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand) 153 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 154 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. 155 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 156 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) 157 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) 158 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Red sand stone - Exposed face machine cut and table rubbed with rough backing.40 mm thick 159 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.Red sand stone 160 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre 161 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 162 Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete 163 Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts 164 Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers 165 Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers 166 Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform 167 STONE BANCH Stone Bench, Size (Feet): 5Bench Type With Back Seating Capacity 4 Seater Size 5feet 168 (SOLAR PHOTO VOLTAIC POWER GENERATOR SYSTEM) Supplying, installation, testing and commissioning of grid interactive roof top solar photo voltaic power generation system including space frame 169 G.S.T Extra as per applicable
