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| Sl. No. | Item Description |
| 1 | REDEVELOPMENT OF GOLA GHAT |
| 2 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm |
| 3 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 5 | Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth. |
| 6 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 7 | C (iii)With carried earth arranged by the contractorwithin a radius exceeding 3 km. but not exceeding 5km. including the cost of carried earth. |
| 8 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codesa) Pakur Variety |
| 9 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. In ground floor and foundation.[using concrete mixture](b) M 25 Grade |
| 10 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 11 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild SteelI. SAIL/ TATA/RINL |
| 12 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in 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), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 13 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for Each additional floor or 4m. beyond the initial 8 m. or part thereof. |
| 14 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for Each additional floor or 4m. beyond the initial 8 m. or part thereofi) For trusses spanning up to 12.00 m |
| 15 | Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) including fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not be measured for payment)48.60 mm outer dia pipe |
| 16 | Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth |
| 17 | Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor |
| 18 | Cement plaster 1:3 (1 cement : 3 course sand) finished with a floting coat of neat cement.20mm cement plaster |
| 19 | Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr's hardness > 5.0, Staining resistance:Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side oftiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).b) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N |
| 20 | Supplying& laying 20 mm designer chequered tiles of anyshade and of approved quality as per IS: 1237: 1980 laid inpatterns as directed in pavement, footpath including necessary underlay 25 mm thick average cement mortar (1:3) complete in all respect with all labour and materials [using cement slurry @ 4.4 kg/Sqm at back side of tiles. Cement of mortar & slurry will be supplied by the Department. Border concrete if necessary to be paid separately]. |
| 21 | Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. In ground floor b) Area of Each Granite slab 0.6 to 1.0 Square meter. |
| 22 | Supplying,fitting & fixing granite 18mm thick for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. |
| 23 | Plant Mix Method:Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).ii) Grading – II |
| 24 | Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete. |
| 25 | 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 0.4 kg/Sqm and pointing @2.0 kg/Sqm] |
| 26 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-ChargeGrey In colour |
| 27 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-ChargeColour Decorative |
| 28 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in chargei) Dark Gray |
| 29 | 40 mm thick fine dressed stone flooring over 20 mm(avarage) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortor 1:2 (1 cement : 2 stone dust) with an admixure of pigment to match the shade of stone.Red sand Stone |
| 30 | 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 0.4 kg/Sqm and pointing @2.0 kg/Sqm] |
| 31 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary i) With 1:4 cement mortarc) 10 mm thick plaster |
| 32 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary i) With 1:4 cement mortar(b) 15 mm thick plaster |
| 33 | Providing and applying palster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 34 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.(b) Two Coats |
| 35 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.b) Premium 100% Acrylic Emulsion |
| 36 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 37 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work |
| 38 | Supplying, fitting & fixing polycarbonate sheet of approvedmake & brand conforming to IS: 14443-1997 and having 50micron UV protection layer under co-extrusion technology,Fire rating being B-s1 as per EN13501-1 certification, fittedand fixed with 60mm wide aluminium channel section topand bottom member in dry-glaze sandwitch system, (unit wt.of top and bottom members: 0.375 kg/m & 0.69 kg/m) ofapproved brand and profile, EPDM quality rubber gaskets,anti dust tape, end closer \\"C\\" channel and 75 mm long Selftapping screw being drilled through the centre leg of thebottom section with nuts placed at 300 mm apart withoutanyway puncturing the polycarbonate sheet, EPDM Washer16 mm dia & 3 mm thick washer etc complete strictly as permanufacturers specification and direction of Engineer-in-Charge. (Payment to be made on area of finished work) .In Roof:-Natural/ Blue/Green/Bronze/Opal/Metallic grey colour |
| 39 | Supplying and stacking of good earth (adequate for horticulture work) at site including royalty (earth measured in stack will be reduced by 20% for payment) |
| 40 | Supplying and stacking sludge (adequate for Horticulture work) at site in dry cake form from approved disposal work site including royalty, all lead and lift etc. Sludge measured in stack will be reduced by 8%). |
| 41 | Spreading of sludge, dump manure,/farm yard manure/animal dung manure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials. |
| 42 | Fine dressing of the ground. |
| 43 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 44 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 1.2 m dia and 1.2 m deep |
| 45 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 45 cm dia, and 45 cm deep |
| 46 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water).Trees Plant |
| 47 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water).Shrubs Plant |
| 48 | Providing and stacking of Largerstroemia indica of height 90-105 cm. multibranched in poly bags of size 25 cm as per direction of the officer-in-charge. |
| 49 | Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 50 | Providing and stacking of Daniella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 51 | Providing and Stacking of Ficus panda plant of height 90 -105 cm. multibranches, well developed in poly bags of size 25 cm as per direction of the officer-in-charge. |
| 52 | Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 53 | Supplying of vender cart(3m x 1.5 m per vendor area) made of MS Hollow pipes as per specification and drawing. complete in all respect as per direction of Engineer-in-charge. |
| 54 | Single Frame Pole SignMPO Octagonal Single sided Pole With 100 mm FramesProviding and fixing in position Illuminated Pole mounted-Informational signage consisting of the following:1. Signage face made out of ‐ 3mm thick Aluminum sheet fabrication with a white retroreflective film, fixed to horizontal structural truss. Graphics as per requirement of respective vinyl andshade.2. Signage structure ‐ MS square post shaped 75 x 35 x 5 mm (channel made up of 35 x 35 X 3; L angles) and mounting square sections, powder coated as per . Mounting square section spanand the wind loads.3. Sign frame - Cosign make modular aluminium profile Module plus outdoor system -Consisting of main pole 80 mm Octagonal shaped (2 nos) screw fitted with M.S structure vertically & horizontally,Coverlist profile inserted in octagonal shaped profile to hide screw fitting arrangement completely. Plastic moulded endcap (black coloured) on top side to cover octagonal shaped profile, to with 100 mm depth aluminium frame with 80 mm radius round corners as per design requirements for media signage mounting , with media accomodation depth of 6 mm , frame screw fitted at multiple position along vertical and horizontal side facing theoctagonal pole.4. Media - ACP /Acrylic router cut - vinyl warraped / pasted with thickness upto 5 mm can be pasted (with help of dual lock or foam based 3M make double sided tape) on 50 mm depth profile(on both side) .5. illumination - LUCOLED make edge lit LED modules with IP67 rating with 5 years warranty to be installed as per graphical requirement.including post, RCC foundations, electrical connections (as required), cutting and opening the floor finish (as required) at location, and making good to match the original finish after fixing andinstallation of signage with all accessories such as thimbles, end connectors, nut‐inserts, screws, rivets, bolts, washers, nuts, etc. all complete with due considerations to harsh outdoor conditionsas per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing. |
| 55 | Digital Bill board Supplying fixing and placing of Digital Bill board (8 x3 m) including the civil foundation works complete as per drawing , specification and direction of Engineer-in-charge.P6 Outdoor LED Screen Pole- 16 inch diameter pole of 4 meter with 8 mm thickness, base plate -26X26(16 mm), Top two plate - 26X26 inch ( 12 mm), Structure framing- 2X2 inch and 1.5X1.5 inch with 14 gauge thickness, foundation - 3X3X6 feet, Anchor bolt -32 mm thick (8 nos.)Module Specification1.Pixel pitch 6mm - 1/8 Scan2 Leds SMD2727/2525 - King Light3 Module size 192*192mm4 IC ICN/SM/DP/FM5 Pixel Density 27,777 dots/m²6 module pixels 32*32 pixelScreen Parameters1 Screen size2 Cabinet1.2mm MS cabinets with industrialdouble coat powder coating 960mm x960mm x 110mm, weight of unit - 35Kg3 Module Matrix 5 x 54 cabinet pixels 160*1605 Brightness ≥6500cd/6 Viewing Angle H: 140° ,V 140°7 View distance >6m8 Gray level 16 bit9 Refresh rate ≥1920hz10 Frequence 60Hz11 Input AC220-240V12 Power comsuption Max:650W/ Average:300W/13 MTBF--hours >10,000 hours14 Life--hours ≥100,000 hours15 IP rating IP67 front / IP57 Back16 Operating Temperature from -40℃~60℃17 Storage Humidity 10℃~90℃RH18 Control syetem HUIDU19 Power supply CZCL/G-energy/Y |
| 56 | Digital Bill board Supplying fixing and placing of Digital Bill board (1.8 x3 m) including the civil foundation works complete as per drawing , specification and direction of Engineer-in-charge.P6 Outdoor LED Screen Pole- 12 inch diameter pole of 4 meter with 6 mm thickness, base ; plate -24X24 (16 mm), Top two plate - 24X24 inch ( 12 mm), Structure framing- 2X2 inch and 1.5X1.5 inch with 14 gauge thickness, Foundation - 2X2X5 feet, Anchor bolt -25 mm thick (8 nos.)Module Specification1.Pixel pitch 6mm - 1/8 Scan2 Leds SMD2727/2525 - King Light3 Module size 192*192mm4 IC ICN/SM/DP/FM5 Pixel Density 27,777 dots/m²6 module pixels 32*32 pixelScreen Parameters1 Screen size2 Cabinet1.2mm MS cabinets with industrialdouble coat powder coating 960mm x960mm x 110mm, weight of unit - 35Kg3 Module Matrix 5 x 54 cabinet pixels 160*1605 Brightness ≥6500cd/6 Viewing Angle H: 140° ,V 140°7 View distance >6m8 Gray level 16 bit9 Refresh rate ≥1920hz10 Frequence 60Hz11 Input AC220-240V12 Power comsuption Max:650W/ Average:300W/13 MTBF--hours >10,000 hours14 Life--hours ≥100,000 hours15 IP rating IP67 front / IP57 Back16 Operating Temperature from -40℃~60℃17 Storage Humidity 10℃~90℃RH18 Control syetem HUIDU19 Power supply CZCL/G-energy/Y |
| 57 | Supplying fixing and placing of cast iron ornamental canopy sheded structure including the civil foundation works complete as per drawing , specification and direction of Engineer-in-charge. C1 : 12CI |
| 58 | Supplying and fixing in position MS Portable kiosk of size 12ft x 12 ft, insulated Roof, False ceiling, Flooring, Rolling Shutter, Windows, Door, AC provision, all electricity & Water provisions all complete according the site-in charge and according to the approved design and Brand. |
| 59 | Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific directionof the Engineer-in-charge) |
| 60 | Removing old scales, blisters etc. of interior surface of walls,ceiling by scraping etc. and preparing smooth and even surface with rendering or cement mortar (1:2) (as necessary), to make the surface suitable for receiving distemper. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge). |
| 61 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(a) 1st class Best Indian teak. |
| 62 | Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made).(i) 50mm thick shutters with 25mm thick panel of size 30 to 45 cm(a) 1st class best Indian teak. |
| 63 | Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th.both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel usingPVC solvent adhesive etc. complete excluding all necessary hardwares as perdirection of Engineer-in-Charge.In ground floor. |
| 64 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) asper direction. (Cost of concrete will be paid separately)(a) 40mm X 6mm, 250mm Length |
| 65 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) asper direction. (Cost of concrete will be paid separately)(c) 40mm X 6mm, 125mm Length |
| 66 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(vi) 100mm. X 50mm. X 1.25mm. |
| 67 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(iv) 75mm. X 47mm. X 1.70mm. |
| 68 | Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:(viii) 225mm long x 12mm dia. bolt. |
| 69 | Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:(iii) 100mm long x 10mm dia. bolt. |
| 70 | Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:iii) Steel body foot-door holder. |
| 71 | Anodised aluminium grip handle with base plate of approved quality fitted and fixed complete.(a) With base plate.(ii) 225mm grip x 16mm dia rod x 38mm plate x 3.2mm thick. |
| 72 | Iron door handle of approved quality fitted and fixed complete:ii) 150mm x 5.5mm. |
| 73 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, Including necessary filling up the gaps at junctions, Le, at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required Including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately): Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 74 | For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 75 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 76 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 77 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with 5S screws etc.complete as per direction of Engineer-in-Charge.Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar |
| 78 | i) Hydraulic door closer of approved quality as per I.S.I. standard fitted and fixed complete.(a) Heavy type (I.S.I. size 3) |
| 79 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper |
| 80 | Supplying, fitting and fixing CPVC (ChlorinatedPolyvinyl Chloride) pipes of approved make conformingto IS-15778: 2007 . with all necessary accessories,specials viz. socket, bend, tee, union, cross, elbo, nipple,longscrew, reducing socket, reducing tee, short piece etc.fitted with holder bats clamps, including cutting pipes,fitting, fixing etc. complete in all respect including costof all necessary fittings as required,jointing materials inany position above ground. (Payment will be made onthe centre line measurements of total pipe line includingall specials. No separate payment will be made foraccesories, specials.(b) For Concealed Work(i) CPVC Pipes Class-1,SDR-1115 mm nominal dia Pipes |
| 81 | (a) For Exposed Work(i) CPVC Pipes Class-1, SDR-1150 mm nominal dia Pipes |
| 82 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.32 mm nominal dia Pipes |
| 83 | 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 |
| 84 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 85 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore |
| 86 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore |
| 87 | Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end)50 mm nominal bore |
| 88 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 89 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore |
| 90 | Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approvedquality P.V.C. connection pipe with heavy brass C.P. nut includingmending good all damages and painting the brackets with two coats of approved paint.(i) 450 mm X 300 mm size |
| 91 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C pan with ISI marked white solid plastic seat and lid |
| 92 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively |
| 93 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 94 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(g) 4000 litre capacity |
| 95 | FRP Make Bio-digester tank 10,000 litersSize: 4500 mm x 1800 mm x 1250 mm withinoculum 3000 liters ; suitable for 151-200 usersSuitable for all temperature, including Himalayan region, glaciers, rail coaches, buses, highways, remoteareas, sea ports, mining area, metro cities, and almost everywhereSuitable for mobile toilet applications100% maintenance-free, continuous biological processElimination of pathogensEconomically viableNo dependence on the limited and costly conventional energy sourcesCan be installed and made operational in 12 hoursInoculum charging is required only once, during the lifetime of the bio-toiletNo need of connectivity to the sewage line, septic tank; No disposal of sludge is requiredRoutine cleaning chemicals such as phenyl, soap, kerosene etc. do not harm bio-toilet or the inoculum |
| 96 | Bio-digester tank 20,000 litersSize: 5500 mm x 2000 mm x 1850 mm withinoculum 6000 liters ; suitable for 200-400 usersSuitable for all temperature, including Himalayan region, glaciers, rail coaches, buses, highways, remoteareas, sea ports, mining area, metro cities, and almost everywhereSuitable for mobile toilet applications100% maintenance-free, continuous biological processElimination of pathogensEconomically viableNo dependence on the limited and costly conventional energy sourcesCan be installed and made operational in 12 hoursInoculum charging is required only once, during the lifetime of the bio-toiletNo need of connectivity to the sewage line, septic tank; No disposal of sludge is requiredRoutine cleaning chemicals such as phenyl, soap, kerosene etc. do not harm bio-toilet or the inoculum |
| 97 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 98 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 99 | Supplying , fitting & fixing of Centrifugal Mono block pump 1Horse power or equivalent.Specifications-Outlet- 25 mmInlet size- 201 mmDischarge rate (LPH) - 500 literImpeller material - BrassHigh suction with self priming- 10 meterHead range- 10 meterNo of phasse - singleWinding type- Copper windingMotor speed- 2500-3000 RPMPipe size- 24x24 mmMotor body - high quality aluminium die castingShaft - Stainless Stell (SS-401)Motor Power - 1 HorsepowerFrequency- 50 hertzPower rating- 1 KWPower source Voltage- 230 VoltIn built thermal overload protector- YesLab test certificate- Test report from central govt/ NABL/ ILAC accreditedlaboratory to prove conformity to the specification.Complete as per the specifiaction or equivalent to the direction of the engineer-in- charge. |
| 100 | Supplying, fitting & Fixing EWC (Size- 710x370x810 mm)in white glazed vitreous chinaware of approved make supplying, fitting and fixing in position complete with necessary nut and bolts. (Model Code No. S10221114-P Trap (CRUSE SET) of CERA or equivalent.)(This item to be executed on specific permission of Superintending Engineer) |
| 101 | Supplying, fitting and fixing 10 litre white glazed vitreous chinaware of approve low-down cistern of approved make with either side or bottom inlet, side overflow, brackets complete with all internal fittings. (Model Code No. S1060106 of CERA or equivalent.)White |
| 102 | Soft Close seat cover of approved make with lid and C.P. hinges, rubber buffer and brass screws suppling, fitting and fixing complete. E W C (Model Code No. B1520118 of CERA or equivalent.) White |
| 103 | Supplying, fitting and fixing Stainless steel Wall Mounted Grab Bar. Load bearing capacity 150 kg, covered by Nylon surface with contour finish (for better grip) with Anti-bacterial surface complete. (Model Code No. B2210106 of CERA or equivalent.)600mm Long |
| 104 | Supplying, fitting and fixing Stainless steel Wall Mounted Hinged hand rail (750X100 mm) covered by Nylon surface with contour finish (for better grip) with two brackets.(Model Code No.B2210108 of CERA or equivalent.)750 mm long |
| 105 | Supplying, fitting and fixing 15 mm Twin Flush Fitting (Model Code No.B1810112 of CERA or equivalent). |
| 106 | Supplying, fitting and fixing 15 mm Spatula Single Lever Basin Mixer (Model Code No. F9030451 of CERA or equivalent). |
| 107 | Supplying, fitting and fixing CPVC (ChlorinatedPolyvinyl Chloride) pipes of approved make conformingto IS-15778: 2007 . with all necessary accessories,specials viz. socket, bend, tee, union, cross, elbo, nipple,longscrew, reducing socket, reducing tee, short piece etc.fitted with holder bats clamps, including cutting pipes,fitting, fixing etc. complete in all respect including costof all necessary fittings as required,jointing materials inany position above ground. (Payment will be made onthe centre line measurements of total pipe line includingall specials. No separate payment will be made foraccesories, specials.(a) For Exposed Work(i) CPVC Pipes Class-1, SDR-1150 mm nominal dia Pipes |
| 108 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.32 mm nominal dia Pipes |
| 109 | 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 |
| 110 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 111 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore |
| 112 | Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approvedquality P.V.C. connection pipe with heavy brass C.P. nut includingmending good all damages and painting the brackets with two coats of approved paint.(i) 450 mm X 300 mm size |
| 113 | Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets.(b) Sink with drain board 1050 mm X 450 mm X 180 mm |
| 114 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 115 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(a) 500 litre capacity |
| 116 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(a) 1000 litre capacity |
| 117 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 118 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 119 | Supplying , fitting & fixing of Centrifugal Mono block pump 1Horse power or equivalent.Specifications-Outlet- 25 mmInlet size- 201 mmDischarge rate (LPH) - 500 literImpeller material - BrassHigh suction with self priming- 10 meterHead range- 10 meterNo of phasse - singleWinding type- Copper windingMotor speed- 2500-3000 RPMPipe size- 24x24 mmMotor body - high quality aluminium die castingShaft - Stainless Stell (SS-401)Motor Power - 1 HorsepowerFrequency- 50 hertzPower rating- 1 KWPower source Voltage- 230 VoltIn built thermal overload protector- YesLab test certificate- Test report from central govt/ NABL/ ILAC accreditedlaboratory to prove conformity to the specification.Complete as per the specifiaction or equivalent to the direction of the engineer-in- charge. |
| 120 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.(I) By Manual Meansb) Granular Courses |
| 121 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.(II) By Mechanical MeansBituminous Courses |
| 122 | Dismantling G.I pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including staking of pipes within 50 meters lead as per direction of Engioneer-in-charge:15 mm to 40 mm nominal bore |
| 123 | Dismantling all types of masonry excepting cementconcrete plain or reinforced, stacking serviceablematerials at site and removing rubbish as directedwithin a lead of 75 m.a) In ground floor including roof. |
| 124 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof.(a) upto 150 mm. thick |
| 125 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.(a) In ground floor including roof. |
| 126 | Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed. |
| 127 | Taking out existing cc interlocking paver block from foothpath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and staking o serviciable material within 50 meter lead as per direction of Eng In-Charge. |
| 128 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 129 | REDEVELOPMENT OF GOLA GHAT |
| 130 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm |
| 131 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. |
| 132 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 133 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety |
| 134 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. In ground floor and foundation.[using concrete mixture](b) M 25 Grade |
| 135 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 136 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild SteelI. SAIL/ TATA/RINL |
| 137 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in 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), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 138 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for Each additional floor or 4m. beyond the initial 8 m. or part thereofi) For trusses spanning up to 12.00 m |
| 139 | Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth |
| 140 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 141 | Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. In ground floor b) Area of Each Granite slab 0.6 to 1.0 Square meter. |
| 142 | Supplying,fitting & fixing granite 18mm thick for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. |
| 143 | Plant Mix Method:Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).ii) Grading – II |
| 144 | Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete. |
| 145 | 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 0.4 kg/Sqm and pointing @2.0 kg/Sqm] |
| 146 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Grey In colour |
| 147 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Colour Decorative |
| 148 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in charge.i) Dark Gray |
| 149 | 40 mm thick fine dressed stone flooring over 20 mm(avarage) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortor 1:2 (1 cement : 2 stone dust) with an admixure of pigment to match the shade of stone.Red sand Stone |
| 150 | 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 40 mm thick- exposed face fine dressed with rough backing. |
| 151 | 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 0.4 kg/Sqm and pointing @2.0 kg/Sqm] |
| 152 | Supplying, fitting & fixing tensile Fabric Canopy to have following specification: a) Base fabric : 100% Polyster b) Yarn : 1100 dtex c) Weave : Plain Weave d) Total weight : 725 g/m2 e) lacquering : SI FLUO PVDF both sides f) Special feature : Low wicking g) Breaking strength : 3000/2800 N/5cm h) Tear strength : 300/300N i) Adhesion 120 N/5cm j) Flame retardancy M2/B1 k) Temperature resistance : -30OC/+70OC l) Light fastness : 7-8all complete as per direction of the officer-in-charge. |
| 153 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary i) With 1:4 cement mortar.c) 10 mm thick plaster |
| 154 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 155 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work |
| 156 | Supplying and stacking of good earth (adequate for horticulture work) at site including royalty (earth measured in stack will be reduced by 20% for payment) |
| 157 | Supplying and stacking sludge (adequate for Horticulture work) at site in dry cake form from approved disposal work site including royalty, all lead and lift etc. Sludge measured in stack will be reduced by 8%). |
| 158 | Spreading of sludge, dump manure,/farm yard manure/animal dung manure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials. |
| 159 | Fine dressing of the ground. |
| 160 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 161 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately).Holes 1.2 m dia and 1.2 m deep |
| 162 | Holes 45 cm dia, and 45 cm deep |
| 163 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water).Trees Plant |
| 164 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water).Shrubs Plant |
| 165 | Providing and stacking of Largerstroemia indica of height 90-105 cm. multibranched in poly bags of size 25 cm as per direction of the officer-in-charge. |
| 166 | Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 167 | Providing and stacking of Daniella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 168 | Providing and Stacking of Ficus panda plant of height 90 -105 cm. multibranches, well developed in poly bags of size 25 cm as per direction of the officer-in-charge. |
| 169 | Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 170 | Supplying of vender cart(3m x 1.5 m per vendor area) made of MS Hollow pipes as per specification and drawing. complete in all respect as per direction of Engineer-in-charge. |
| 171 | Manufacture & Supply of EPEE make FRP toilet with 3 mm pannels made up of 450 gsm chopped strand matt with unsaturated polyster resin with viscosity in range of 400/450 cps.Toilet will be supported m.s Structure Frame From Bottom With Cement Board and Tiling on It FRP door of 30mm thickness with requisite hardware besides provision for tap & light source to be provided as a standard feature. Double Unit European Toilet - with tiles finish Size of Toilet:- 1.2m x 2m x 2.3mts (lxbxh) |
| 172 | Manufacture and Supply of portable change room of size 2.0 x 2.0 x 2.4m. Made of FRP sandwich pannels, FRP doors of size 0.90 x 2.1m including all door hardware, Towel hanger, Cloth hook all plumbing fitting internal & External connections, all Electricity fitting with 2Nos & 7wattt led bulb & outside connections etc. all complete according the site-in charge and according to the approved design and Brand. |
| 173 | Single Frame Pole SignMPO Octagonal Single sided Pole With 100 mm FramesProviding and fixing in position Illuminated Pole mounted-Informational signage consisting of the following:1. Signage face made out of ‐ 3mm thick Aluminum sheet fabrication with a white retroreflective film, fixed to horizontal structural truss. Graphics as per requirement of respective vinyl andshade.2. Signage structure ‐ MS square post shaped 75 x 35 x 5 mm (channel made up of 35 x 35 X 3; L angles) and mounting square sections, powder coated as per . Mounting square section spanand the wind loads.3. Sign frame - Cosign make modular aluminium profile Module plus outdoor system -Consisting of main pole 80 mm Octagonal shaped (2 nos) screw fitted with M.S structure vertically & horizontally,Coverlist profile inserted in octagonal shaped profile to hide screw fitting arrangement completely. Plastic moulded endcap (black coloured) on top side to cover octagonal shaped profile, to with 100 mm depth aluminium frame with 80 mm radius round corners as per design requirements for media signage mounting , with media accomodation depth of 6 mm , frame screw fitted at multiple position along vertical and horizontal side facing theoctagonal pole.4. Media - ACP /Acrylic router cut - vinyl warraped / pasted with thickness upto 5 mm can be pasted (with help of dual lock or foam based 3M make double sided tape) on 50 mm depth profile(on both side) .5. illumination - LUCOLED make edge lit LED modules with IP67 rating with 5 years warranty to be installed as per graphical requirement.including post, RCC foundations, electrical connections (as required), cutting and opening the floor finish (as required) at location, and making good to match the original finish after fixing andinstallation of signage with all accessories such as thimbles, end connectors, nut‐inserts, screws, rivets, bolts, washers, nuts, etc. all complete with due considerations to harsh outdoor conditionsas per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing. |
| 174 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.(I) By Manual Means.b) Granular Courses |
| 175 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.(II) By Mechanical Means.Bituminous Courses |
| 176 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 177 | DHOBI GHAT UUB : PR1 |
| 178 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm |
| 179 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 180 | A) Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity) |
| 181 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 182 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 183 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety |
| 184 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). |
| 185 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 186 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge.(Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) |
| 187 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. |
| 188 | Metal Beam Crash BarrierA Type - A, \\"W\\" : Metal Beam Crash Barrier Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level,fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 andIS:1364, metalbeam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Clause 811.3 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).. |
| 189 | Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth |
| 190 | Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor |
| 191 | Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. In ground floor b) Area of Each Granite slab 0.6 to 1.0 Square meter. |
| 192 | Supplying,fitting & fixing granite 18mm thick for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. |
| 193 | Plant Mix Method:Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).ii) Grading – II |
| 194 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On W.B.M @ 0.75 Kg / sqm |
| 195 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqm |
| 196 | Providing and laying Dense Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.50 to 100 mm avarage compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 197 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 198 | Colour Decorative |
| 199 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary i) With 1:4 cement mortarc) 10 mm thick plaster |
| 200 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 201 | Supplying and stacking of good earth (adequate for horticulture work) at site including royalty (earth measured in stack will be reduced by 20% for payment) |
| 202 | Supplying and stacking sludge (adequate for Horticulture work) at site in dry cake form from approved disposal work site including royalty, all lead and lift etc. Sludge measured in stack will be reduced by 8%). |
| 203 | Spreading of sludge, dump manure,/farm yard manure/animal dung manure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials. |
| 204 | Fine dressing of the ground. |
| 205 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 206 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately).Holes 1.2 m dia and 1.2 m deep |
| 207 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately).Holes 45 cm dia, and 45 cm deep |
| 208 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water).Trees Plant |
| 209 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water).Shrubs Plant |
| 210 | Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 211 | Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 212 | Providing and stacking of Largerstroemia indica of height 45-60 cm. in polybag of size 20 cmas per direction of the officer-in-charge. |
| 213 | Finger Post Multiple Frames SignMPO Octagonal Single sided Pole With 50 mm FramesProviding and fixing in position Illuminated Pole mounted Speed limit -Informational signage consisting of the following:1. Signage face made out of ‐ 3mm thick Aluminum sheet fabrication with a white retroreflective film, fixed to horizontal structural truss. Graphics as per requirement of respective vinyl andshade.2. Signage structure ‐ MS square post shaped 75 x 35 x 5 mm (channel made up of 35 x 35 X 3; L angles) and mounting square sections, powder coated as per . Mounting square section spanand the wind loads.3. Sign frame - Cosign make modular aluminium profile Module plus outdoor system -Main pole of 150 x 100 mm x 8 mm (thickness) .Alumnium extrusion (can be engraved if required on surfaces) attached to with 50 mm depth aluminium frame with 80 mm radius round corners as per design requirements angled cut to match given design intent partially for media signage mounting , with media accomodation depth of 6 mm , frame screw fitted at multiple position along vertical and horizontal side facing theoctagonal pole.4. Media - ACP /Acrylic router cut - vinyl warraped / pasted with thickness upto 5 mm can be pasted (with help of dual lock or foam based 3M make double sided tape) on 50 mm depth profile(on both side) .5. illumination - LUCOLED make edge lit LED modules with IP67 rating with 5 years warranty to be installed as per graphical requirement.including post, RCC foundations, electrical connections (as required), cutting and opening the floor finish (as required) at location, and making good to match the original finish after fixing andinstallation of signage with all accessories such as thimbles, end connectors, nut‐inserts, screws, rivets, bolts, washers, nuts, etc. all complete with due considerations to harsh outdoor conditionsas per approved design/ drawings and instructions of the engineer-in-chargeSize - As per drawing. |
| 214 | Single Frame Pole SignMPO Octagonal Single sided Pole With 100 mm FramesProviding and fixing in position Illuminated Pole mounted-Informational signage consisting of the following:1. Signage face made out of ‐ 3mm thick Aluminum sheet fabrication with a white retroreflective film, fixed to horizontal structural truss. Graphics as per requirement of respective vinyl andshade.2. Signage structure ‐ MS square post shaped 75 x 35 x 5 mm (channel made up of 35 x 35 X 3; L angles) and mounting square sections, powder coated as per . Mounting square section spanand the wind loads.3. Sign frame - Cosign make modular aluminium profile Module plus outdoor system -Consisting of main pole 80 mm Octagonal shaped (2 nos) screw fitted with M.S structure vertically & horizontally,Coverlist profile inserted in octagonal shaped profile to hide screw fitting arrangement completely. Plastic moulded endcap (black coloured) on top side to cover octagonal shaped profile, to with 100 mm depth aluminium frame with 80 mm radius round corners as per design requirements for media signage mounting , with media accomodation depth of 6 mm , frame screw fitted at multiple position along vertical and horizontal side facing theoctagonal pole.4. Media - ACP /Acrylic router cut - vinyl warraped / pasted with thickness upto 5 mm can be pasted (with help of dual lock or foam based 3M make double sided tape) on 50 mm depth profile(on both side) .5. illumination - LUCOLED make edge lit LED modules with IP67 rating with 5 years warranty to be installed as per graphical requirement.including post, RCC foundations, electrical connections (as required), cutting and opening the floor finish (as required) at location, and making good to match the original finish after fixing andinstallation of signage with all accessories such as thimbles, end connectors, nut‐inserts, screws, rivets, bolts, washers, nuts, etc. all complete with due considerations to harsh outdoor conditionsas per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing. |
| 215 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm |
| 216 | Cautionary /warning sign boards of equilateral triangular shape having Each side of 900 mm with support length of 3650 mm |
| 217 | Taking out existing cc interlocking paver block from foothpath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and staking o serviciable material within 50 meter lead as per direction of Eng In-Charge. |
| 218 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof.(a) upto 150 mm. thick |
| 219 | Dismantling Kerb StonesDismantling kerb stones by manual means and disposalof dismantled material with all lifts and upto a lead of1000 m as per Technical Specification Clause 202 forRural Roads of MORD. |
| 220 | Dismantling Kerb Stone ChannelsDismantling kerb stone channels by manual means anddisposal of dismantled material with all lifts and upto alead of 1000 m as per Technical Specification Clause 202for Rural Roads of MORD. |
| 221 | Dismantling Brick/Tile WorkDismantling of existing structures like culverts, bridges,retaining walls and other structures comprising of brickmasonry, including disposal of unserviceable materialand stacking the serviceable material with all lift andlead of 1000 m as per Technical Specifications Clause202 for Rural Roads of MORD(b) Cement Mortar |
| 222 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 223 | Distribution wiring in 2x1.5 sqmm single core PVC insulated stranded Copper wire in 19 mm in black stove EI conduit to 3 pin Plug Points incl. S&F 5 A Piano Key type switch with earthing attachment in 16 SWG GI Wire and painting.Average run 4.5 mtr |
| 224 | Wiring in 1.1 KV grade single core stranded 'FR' PVCinsulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc.2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire (For Circuit Wiring & Light Plug Wiring) |
| 225 | Wiring in 1.1 KV grade single core stranded 'FR' PVCinsulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc.2 X 4 sq. mm + 1 X 2.5 sq. mm earth wire (For Circuit Wiring & Light Plug Wiring) |
| 226 | Supplying & Fixing GI Modular Switch Board of the following sizes complete with three no. suitable size Copper bar with holes (for Ph, N & E) fixed on bakelite/Hard Rubber insulator over the MS welded chairs incl. top cover flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages to building works.2 Row 12 Module |
| 227 | Supplying & Fixing GI Modular Switch Board of the following sizes complete with three no. suitable size Copper bar with holes (for Ph, N & E) fixed on bakelite/Hard Rubber insulator over the MS welded chairs incl. top cover flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages to building works.12 Module |
| 228 | Supplying & Fixing GI Modular Switch Board of the following sizes complete with three no. suitable size Copper bar with holes (for Ph, N & E) fixed on bakelite/Hard Rubber insulator over the MS welded chairs incl. top cover flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages to building works.8 Module |
| 229 | Supply & Fixing 240 V 6 A Modular type switch (Brandapproved by EIC) on existing GI Modular type switchboard having top cover plate and making necessaryconnections as required |
| 230 | Supply & Fixing 240 V 16 A Piano key type switch(Brand approved by EIC) on GI Modular type switchboard having top cover plate and making necessaryconnections as required |
| 231 | Supply & Fixing 240 V, 6A, 5 pin Modular type plugsocket (Brand approved by EIC), without switch & plug top, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 232 | Supply & Fixing 240 V, 16 A, 3 pin Modular type plugsocket (Brand approved by EIC), without plug top andswitch, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 233 | Supplying and erecting fresh air cum exhaust fan of light duty 250 V A.C. 50 cycles 450mm. 1400 RPM rust proof body & blades, wire mesh, duly erected, complete. |
| 234 | Fixing only louver shutter/cowl on wall with necy. bolts & nuts (6 mm dia x 62 mm long)For 45 cm (18\\") Exhaust fan |
| 235 | Supplying & installation, testing and commissioning of RECESSED LIGHT-18 watt LED (fixed on Roof Slab) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.1X18W LED Circular Light |
| 236 | Supplying & installation, testing and commissioning of 20 watt LED Light (fixed on wall) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants. 1X20W Wall mounted LED |
| 237 | Supplying and fixing double door Horizontal TPN MCB Distribution board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment8 way |
| 238 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection.6-32 A (SP MCB) |
| 239 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection.6-32 A (FP MCB) |
| 240 | Distribution wiring in 2x1.5 sqmm single core PVC insulated stranded Copper wire in 19 mm in black stove EI conduit to 3 pin Plug Points incl. S&F 5 A Piano Key type switch with earthing attachment in 16 SWG GI Wire and painting.Average run 4.5 mtr |
| 241 | Wiring in 1.1 KV grade single core stranded 'FR' PVCinsulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc.2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire (For Circuit Wiring & Light Plug Wiring) |
| 242 | Wiring in 1.1 KV grade single core stranded 'FR' PVCinsulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc.2 X 4 sq. mm + 1 X 2.5 sq. mm earth wire (For Circuit Wiring & Light Plug Wiring) |
| 243 | Supplying & Fixing GI Modular Switch Board of the following sizes complete with three no. suitable size Copper bar with holes (for Ph, N & E) fixed on bakelite/Hard Rubber insulator over the MS welded chairs incl. top cover flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages tobuilding works.2 Row 12 Module |
| 244 | Supplying & Fixing GI Modular Switch Board of the following sizes complete with three no. suitable size Copper bar with holes (for Ph, N & E) fixed on bakelite/Hard Rubber insulator over the MS welded chairs incl. top cover flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages tobuilding works.12 Module |
| 245 | Supplying & Fixing GI Modular Switch Board of the following sizes complete with three no. suitable size Copper bar with holes (for Ph, N & E) fixed on bakelite/Hard Rubber insulator over the MS welded chairs incl. top cover flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages tobuilding works.8 Module |
| 246 | Supply & Fixing 240 V 6 A Modular type switch (Brandapproved by EIC) on existing GI Modular type switchboard having top cover plate and making necessaryconnections as required |
| 247 | Supply & Fixing 240 V 16 A Piano key type switch(Brand approved by EIC) on GI Modular type switchboard having top cover plate and making necessaryconnections as required |
| 248 | Supply & Fixing 240 V, 6A, 5 pin Modular type plugsocket (Brand approved by EIC), without switch & plug top, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 249 | Supply & Fixing 240 V, 16 A, 3 pin Modular type plugsocket (Brand approved by EIC), without plug top andswitch, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 250 | Supplying and erecting fresh air cum exhaust fan of light duty 250 V A.C. 50 cycles 450mm. 1400 RPM rust proof body & blades, wire mesh, duly erected, complete. |
| 251 | Fixing only louver shutter/cowl on wall with necy. bolts & nuts (6 mm dia x 62 mm long)For 45 cm (18\\") Exhaust fan |
| 252 | Supply & Fixing of Ceiling Fan of 1200mm sweep complete erected in position with all accessories. |
| 253 | Supplying & installation, testing and commissioning of RECESSED LIGHT-18 watt LED (fixed on Roof Slab) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants. 1X18W LED Circular Light |
| 254 | Supplying & installation, testing and commissioning of 20 watt LED Light (fixed on Roof Slab) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants. 1X20W Ceiling mounted LED |
| 255 | Supplying and fixing double door Horizontal TPN MCB Distribution board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment8 way |
| 256 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection.6-32 A (SP MCB) |
| 257 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection.6-32 A (FP MCB) |
| 258 | Supplying & installation, testing and commissioning of post top lantern of 35 watt LED luminare with all accessories and including connection etc. and complete as per Electrical Engineer-inCharge and consultants. |
| 259 | Supplying & installation Aesthetically designed 4Meter high decorative hot dipped galvanised mild steel step pole with grey powder finish with all accessories and control gear box, including fixing on 4 meter high pole with connection and junction box, 6A MCB, connector and wiring with PVC insulated PVC sheathed cable size 3C x 1.5 sq. mm complete. Window - Plasma cut & duly chamfered opening window of 300x110 mm for terminal connections & mounting accessories. Window cover is fitted with allen screws tothe pole. 4M Top @ 76mm dia |
| 260 | Supplying & installation, testing and commissioning of TREE UPLIGHTER , IP66 LED spike light using COB LED as light source. Offered in Mono – Red, Green, Blue and Warm White Colour. (Jainsons/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants. |
| 261 | Supplying & installation, testing and commissioning of Street Lighting Feeder Pillar including foundation (Havells/Schneider/L&T) |
| 262 | Supplying and Drawing 1.1 KV single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) of the following sizes in the prelaid polythene pipe and by the prelaid GI fish wire and making necy. connection as required 3 x 22/0.3 (1.5 sqmm) |
| 263 | Supply and laying of 10 Sqmm 2 core PVC Al. Arm Cable of 1.1 KV grade ISI Marked direct in ground including excavation , sand cushioning , protective covering and refilling the trench etc. as required. (Havells/Polycab/KEI) |
| 264 | Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed |
| 265 | Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By TATA-Medium GI pipe |
| 266 | Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages No. 4 SWG |
| 267 | DHOBI GHAT UUB : PR2 |
| 268 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm |
| 269 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. |
| 270 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 271 | A) Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity) |
| 272 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 273 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 274 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codesa) Pakur Variety |
| 275 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). |
| 276 | b) Nominal Mix. 1:1.5:3 with 20 mm down coarse aggregate |
| 277 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 278 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild SteelI. SAIL/ TATA/RINL |
| 279 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge.(Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) |
| 280 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. |
| 281 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for Each additional floor or 4m. beyond the initial 8 m. or part thereofi) For trusses spanning up to 12.00 m |
| 282 | Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth |
| 283 | Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor |
| 284 | Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. In ground floor b) Area of Each Granite slab 0.6 to 1.0 Square meter. |
| 285 | Supplying,fitting & fixing granite 18mm thick for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. |
| 286 | Plant Mix Method:Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).ii) Grading – II |
| 287 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Grey |
| 288 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Colour Decorative |
| 289 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Plaster & Painting Works.Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary i) With 1:4 cement mortarc) 10 mm thick plaster |
| 290 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 291 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 292 | Supplying, fitting & fixing tensile Fabric Canopy to have following specification: a) Base fabric : 100% Polyster b) Yarn : 1100 dtex c) Weave : Plain Weave d) Total weight : 725 g/m2 e) lacquering : SI FLUO PVDF both sides f) Special feature : Low wicking g) Breaking strength : 3000/2800 N/5cm h) Tear strength : 300/300N i) Adhesion 120 N/5cm j) Flame retardancy M2/B1 k) Temperature resistance : -30OC/+70OC l) Light fastness : 7-8all complete as per direction of the officer-in-charge. |
| 293 | Supplying and stacking of good earth (adequate for horticulture work) at site including royalty (earth measured in stack will be reduced by 20% for payment) |
| 294 | Supplying and stacking sludge (adequate for Horticulture work) at site in dry cake form from approved disposal work site including royalty, all lead and lift etc. Sludge measured in stack will be reduced by 8%). |
| 295 | Spreading of sludge, dump manure,/farm yard manure/animal dung manure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials. |
| 296 | Fine dressing of the ground. |
| 297 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 298 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately).Holes 1.2 m dia and 1.2 m deep |
| 299 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately).Holes 45 cm dia, and 45 cm deep |
| 300 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water).Trees Plant |
| 301 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water).Shrubs Plant |
| 302 | Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 303 | Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 304 | Providing and Stacking of Ficus panda plant of height 90 -105 cm. multibranches, well developed in poly bags of size 25 cm as per direction of the officer-in-charge. |
| 305 | Providing and stacking of Largerstroemia indica of height 45-60 cm. in polybag of size 20 cmas per direction of the officer-in-charge. |
| 306 | Bus ShelterMaterial – Stainless SteelSpecificationAs per Design AttachedLength -4 mtr.Width -2.2 mtr.Height -2.5 mtr.PILLER DETAIL -Vertical pillar – 167mm*3mm(2 nos)Roof horizontal pillar –141 mm*3mmROOF-Roof top cover – 6 mm multi wall poly carbonate sheetBase PLATEBase plate – 300mm*300mm*6 mmBENCHMaterial -Stainless SteelSize – 1750mm X 450mm X 450mmSupporting pipe -110 x 3 mmBACK AD PANELBack Cover with GI SHEETSize -8’X 4’) |
| 307 | Road DelineatorsSupplying and installation of delineators (road wayindicators, hazard markers, object markers), 80-100cm high above ground level, painted black andwhite in 15 cm wide strips, fitted with 80 x 100 mmrectangular or 75 mm dia circular reflectorisedpanels at the top, buried or pressed into the groundand conforming to IRC-79 and the drawings. |
| 308 | Finger Post Multiple Frames SignMPO Octagonal Single sided Pole With 50 mm FramesProviding and fixing in position Illuminated Pole mounted Speed limit -Informational signage consisting of the following:1. Signage face made out of ‐ 3mm thick Aluminum sheet fabrication with a white retroreflective film, fixed to horizontal structural truss. Graphics as per requirement of respective vinyl andshade.2. Signage structure ‐ MS square post shaped 75 x 35 x 5 mm (channel made up of 35 x 35 X 3; L angles) and mounting square sections, powder coated as per . Mounting square section spanand the wind loads.3. Sign frame - Cosign make modular aluminium profile Module plus outdoor system -Main pole of 150 x 100 mm x 8 mm (thickness) .Alumnium extrusion (can be engraved if required on surfaces) attached to with 50 mm depth aluminium frame with 80 mm radius round corners as per design requirements angled cut to match given design intent partially for media signage mounting , with media accomodation depth of 6 mm , frame screw fitted at multiple position along vertical and horizontal side facing theoctagonal pole.4. Media - ACP /Acrylic router cut - vinyl warraped / pasted with thickness upto 5 mm can be pasted (with help of dual lock or foam based 3M make double sided tape) on 50 mm depth profile(on both side) .5. illumination - LUCOLED make edge lit LED modules with IP67 rating with 5 years warranty to be installed as per graphical requirement.including post, RCC foundations, electrical connections (as required), cutting and opening the floor finish (as required) at location, and making good to match the original finish after fixing andinstallation of signage with all accessories such as thimbles, end connectors, nut‐inserts, screws, rivets, bolts, washers, nuts, etc. all complete with due considerations to harsh outdoor conditionsas per approved design/ drawings and instructions of the engineer-in-chargeSize - As per drawing. |
| 309 | Single Frame Pole SignMPO Octagonal Single sided Pole With 100 mm FramesProviding and fixing in position Illuminated Pole mounted-Informational signage consisting of the following:1. Signage face made out of ‐ 3mm thick Aluminum sheet fabrication with a white retroreflective film, fixed to horizontal structural truss. Graphics as per requirement of respective vinyl andshade.2. Signage structure ‐ MS square post shaped 75 x 35 x 5 mm (channel made up of 35 x 35 X 3; L angles) and mounting square sections, powder coated as per . Mounting square section spanand the wind loads.3. Sign frame - Cosign make modular aluminium profile Module plus outdoor system -Consisting of main pole 80 mm Octagonal shaped (2 nos) screw fitted with M.S structure vertically & horizontally,Coverlist profile inserted in octagonal shaped profile to hide screw fitting arrangement completely. Plastic moulded endcap (black coloured) on top side to cover octagonal shaped profile, to with 100 mm depth aluminium frame with 80 mm radius round corners as per design requirements for media signage mounting , with media accomodation depth of 6 mm , frame screw fitted at multiple position along vertical and horizontal side facing theoctagonal pole.4. Media - ACP /Acrylic router cut - vinyl warraped / pasted with thickness upto 5 mm can be pasted (with help of dual lock or foam based 3M make double sided tape) on 50 mm depth profile(on both side) .5. illumination - LUCOLED make edge lit LED modules with IP67 rating with 5 years warranty to be installed as per graphical requirement.including post, RCC foundations, electrical connections (as required), cutting and opening the floor finish (as required) at location, and making good to match the original finish after fixing andinstallation of signage with all accessories such as thimbles, end connectors, nut‐inserts, screws, rivets, bolts, washers, nuts, etc. all complete with due considerations to harsh outdoor conditionsas per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing. |
| 310 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm |
| 311 | Cautionary /warning sign boards of equilateral triangular shape having Each side of 900 mm with support length of 3650 mm |
| 312 | Providing & Fixing of Speed Bump ABS Plastic Size- 250 x 350 x 50 mm, Make: Dark Eye, Cap-40 Ton as specified in the client requirement and approved by the Employer. |
| 313 | Taking out existing cc interlocking paver block from foothpath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and staking o serviciable material within 50 meter lead as per direction of Eng In-Charge. |
| 314 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof.(a) upto 150 mm. thick |
| 315 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 316 | Supplying and erecting 20 m (clear height) motorized high-mast (Top-150mm, Bottom-410 mm) hot dipped galvanized material with average minimum thickness 65 micron, made from high tensile structure grade steel as per BSEN -10025 S 355/E350 & 3+3 mm thickness, with base plate 25 mm thick x OD 570 mm grade as per IS-2062, pole made in signal section & submerge arc welded, with lowering & raising motorized unit, wire rope stainless steel 316 grade 2 nos., 7x19 construction 6 mm, SG-DG U clamps, double drum winch assembly 500 kg, 5x2.5 Sqmm flexible copper cable with lantern carriage assembly suitable for max. 16 nos. luminaries and its control gear box, lightning arrestor, arrangement forfixing aviation light, night glow reflector on pole at suitable height, high-mast with serial number, factory inspection report/test report of high-mast should be provided as per specifications on provided foundation J type stud/bolts with double check nuts & necessary accessories complete (UTKARSH/BP/SUBHAM POLES) |
| 317 | Supply and installation of Feeder Pillar box of size 900 mm x 600 mm x 300 mm made of 4 mm thick CRCA steel sheet or 2.5 mm GI sheet (ISI marked) steel sheet outdoor type with top canopy, sides having louvers for ventilation, provision for Energy meter Meter fixing & reading visibility, weather proof epoxy painted, complete with extra locking arrangement as per direction of Engineer-in-Charge. Consisting of following items (Brand approved by EIC) in the Feeder Pillar :- i) Incomer - 01 no: 415 V, 63 Amp, 4 pole EL MCCB. ii) Earth leakage Relay with separate core balance current transformer : Sensitivity : 30 mA to 3A, Time delay: 0 - 5 sec., iii) Light controller - 01 no : Triple pole power contactor AC-3, rating min. 40 A rating for long life iv) Triple pole power contactor AC-3, rating min. 16 A - 02 nos., rated for motor hoisting and lowering, v) Digital Voltmeter & Ammeter with separate selector switches 16A, size - 96mm X 96mm, Range 0 - 600V. vi) 1 no. 63A ON - OFF Selector switch for Motor & Luminaires vii) LED indication lights - 3 nos. for R,Y,B phase indication, viii) Start/Stop push button for lifting & lowering luminaires carrying lantern ring - 1 set. ix) Automatic digital time switch, DIN rail mounted 240V AC, 50HZ ; Suitable single compression metallic glands for the luminaire and motor cables shall be provided in the feeder pillar. Installation of the feeder to be done by earth cutting, brick soling and cement concrete foundation as required around the feeder pillar box by cement morter work as per direction of Engineer-in-Charge. (L&T/Schneider/Standard) |
| 318 | 250 Watt LED Flood Lights (Philips/Havells/SYSKA) |
| 319 | 1.1kV grade, 4C x 25 Sqmm, Al.Ar. XLPE Cable including terminations |
| 320 | Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By TATA-Medium GI pipe |
| 321 | Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages No. 4 SWG |
| 322 | Supplying & installation, testing and commissioning of 4M Height post top lantern of 35 watt LED luminare(HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-inCharge and consultants. |
| 323 | Supplying & installation Aesthetically designed 4Meter high decorative hot dipped galvanised mild steel step pole with grey powder finish with all accessories and control gear box, including fixing on 4 meter high pole with connection and junction box, 6A MCB, connector and wiring with PVC insulated PVC sheathed cable size 3C x 1.5 sq. mm complete. Window - Plasma cut & duly chamfered opening window of 300x110 mm for terminal connections & mounting accessories. Window cover is fitted with allen screws tothe pole. 4M Top @ 76mm dia (RPROXIMA/BP/UTKARSH) |
| 324 | Supplying & installation, testing and commissioning of Street Lighting Feeder Pillar including foundation (Havells/Schneider/L&T) |
| 325 | Supply and laying of 10 Sqmm 2 core PVC Al. Arm Cable of 1.1 KV grade ISI Marked direct in ground including excavation , sand cushioning , protective covering and refilling the trench etc. as required.(Havells/Polycab/KEI) |
| 326 | Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By TATA-Medium GI pipe |
| 327 | Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages No. 4 SWG |
| 328 | DHOBI GHAT UUB : SR1 |
| 329 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm |
| 330 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 331 | A) Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity) |
| 332 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 333 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 334 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety |
| 335 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Grey |
| 336 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Colour Decorative |
| 337 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 338 | Single Frame Pole SignMPO Octagonal Single sided Pole With 100 mm FramesProviding and fixing in position Illuminated Pole mounted-Informational signage consisting of the following:1. Signage face made out of ‐ 3mm thick Aluminum sheet fabrication with a white retroreflective film, fixed to horizontal structural truss. Graphics as per requirement of respective vinyl andshade.2. Signage structure ‐ MS square post shaped 75 x 35 x 5 mm (channel made up of 35 x 35 X 3; L angles) and mounting square sections, powder coated as per . Mounting square section spanand the wind loads.3. Sign frame - Cosign make modular aluminium profile Module plus outdoor system -Consisting of main pole 80 mm Octagonal shaped (2 nos) screw fitted with M.S structure vertically & horizontally,Coverlist profile inserted in octagonal shaped profile to hide screw fitting arrangement completely. Plastic moulded endcap (black coloured) on top side to cover octagonal shaped profile, to with 100 mm depth aluminium frame with 80 mm radius round corners as per design requirements for media signage mounting , with media accomodation depth of 6 mm , frame screw fitted at multiple position along vertical and horizontal side facing theoctagonal pole.4. Media - ACP /Acrylic router cut - vinyl warraped / pasted with thickness upto 5 mm can be pasted (with help of dual lock or foam based 3M make double sided tape) on 50 mm depth profile(on both side) .5. illumination - LUCOLED make edge lit LED modules with IP67 rating with 5 years warranty to be installed as per graphical requirement.including post, RCC foundations, electrical connections (as required), cutting and opening the floor finish (as required) at location, and making good to match the original finish after fixing andinstallation of signage with all accessories such as thimbles, end connectors, nut‐inserts, screws, rivets, bolts, washers, nuts, etc. all complete with due considerations to harsh outdoor conditionsas per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing. |
| 339 | Cautionary /warning sign boards of equilateral triangular shape having Each side of 900 mm with support length of 3650 mm |
| 340 | Providing & Fixing of Speed Bump ABS Plastic Size- 250 x 350 x 50 mm, Make: Dark Eye, Cap-40 Ton as specified in the client requirement and approved by the Employer. |
| 341 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 342 | DHOBI GHAT UUB : SR2 |
| 343 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm |
| 344 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 345 | A) Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity) |
| 346 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 347 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 348 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety |
| 349 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). |
| 350 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Grey |
| 351 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Colour Decorative |
| 352 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 353 | Single Frame Pole SignMPO Octagonal Single sided Pole With 100 mm FramesProviding and fixing in position Illuminated Pole mounted-Informational signage consisting of the following:1. Signage face made out of ‐ 3mm thick Aluminum sheet fabrication with a white retroreflective film, fixed to horizontal structural truss. Graphics as per requirement of respective vinyl andshade.2. Signage structure ‐ MS square post shaped 75 x 35 x 5 mm (channel made up of 35 x 35 X 3; L angles) and mounting square sections, powder coated as per . Mounting square section spanand the wind loads.3. Sign frame - Cosign make modular aluminium profile Module plus outdoor system -Consisting of main pole 80 mm Octagonal shaped (2 nos) screw fitted with M.S structure vertically & horizontally,Coverlist profile inserted in octagonal shaped profile to hide screw fitting arrangement completely. Plastic moulded endcap (black coloured) on top side to cover octagonal shaped profile, to with 100 mm depth aluminium frame with 80 mm radius round corners as per design requirements for media signage mounting , with media accomodation depth of 6 mm , frame screw fitted at multiple position along vertical and horizontal side facing theoctagonal pole.4. Media - ACP /Acrylic router cut - vinyl warraped / pasted with thickness upto 5 mm can be pasted (with help of dual lock or foam based 3M make double sided tape) on 50 mm depth profile(on both side) .5. illumination - LUCOLED make edge lit LED modules with IP67 rating with 5 years warranty to be installed as per graphical requirement.including post, RCC foundations, electrical connections (as required), cutting and opening the floor finish (as required) at location, and making good to match the original finish after fixing andinstallation of signage with all accessories such as thimbles, end connectors, nut‐inserts, screws, rivets, bolts, washers, nuts, etc. all complete with due considerations to harsh outdoor conditionsas per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing. |
| 354 | Cautionary /warning sign boards of equilateral triangular shape having Each side of 900 mm with support length of 3650 mm |
| 355 | Providing & Fixing of Speed Bump ABS Plastic Size- 250 x 350 x 50 mm, Make: Dark Eye, Cap-40 Ton as specified in the client requirement and approved by the Employer. |
| 356 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 357 | DHOBI GHAT UUB : SR3 |
| 358 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm |
| 359 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 360 | A) Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity) |
| 361 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 362 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 363 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety |
| 364 | Plant Mix Method:Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).ii) Grading – II |
| 365 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Grey |
| 366 | 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Colour Decorative |
| 367 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 368 | Single Frame Pole SignMPO Octagonal Single sided Pole With 100 mm FramesProviding and fixing in position Illuminated Pole mounted-Informational signage consisting of the following:1. Signage face made out of ‐ 3mm thick Aluminum sheet fabrication with a white retroreflective film, fixed to horizontal structural truss. Graphics as per requirement of respective vinyl andshade.2. Signage structure ‐ MS square post shaped 75 x 35 x 5 mm (channel made up of 35 x 35 X 3; L angles) and mounting square sections, powder coated as per . Mounting square section spanand the wind loads.3. Sign frame - Cosign make modular aluminium profile Module plus outdoor system -Consisting of main pole 80 mm Octagonal shaped (2 nos) screw fitted with M.S structure vertically & horizontally,Coverlist profile inserted in octagonal shaped profile to hide screw fitting arrangement completely. Plastic moulded endcap (black coloured) on top side to cover octagonal shaped profile, to with 100 mm depth aluminium frame with 80 mm radius round corners as per design requirements for media signage mounting , with media accomodation depth of 6 mm , frame screw fitted at multiple position along vertical and horizontal side facing theoctagonal pole.4. Media - ACP /Acrylic router cut - vinyl warraped / pasted with thickness upto 5 mm can be pasted (with help of dual lock or foam based 3M make double sided tape) on 50 mm depth profile(on both side) .5. illumination - LUCOLED make edge lit LED modules with IP67 rating with 5 years warranty to be installed as per graphical requirement.including post, RCC foundations, electrical connections (as required), cutting and opening the floor finish (as required) at location, and making good to match the original finish after fixing andinstallation of signage with all accessories such as thimbles, end connectors, nut‐inserts, screws, rivets, bolts, washers, nuts, etc. all complete with due considerations to harsh outdoor conditionsas per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing. |
| 369 | Cautionary /warning sign boards of equilateral triangular shape having Each side of 900 mm with support length of 3650 mm |
| 370 | Providing & Fixing of Speed Bump ABS Plastic Size- 250 x 350 x 50 mm, Make: Dark Eye, Cap-40 Ton as specified in the client requirement and approved by the Employer. |
| 371 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 372 | SOLID WASTE MANAGEMENT |
| 373 | 100L HDPE moveable bin inside Ghat area |
| 374 | Pair of 50L Metal Bin with Stand |
| 375 | Pair of 50L Metal Bin with Stand |
| 376 | 100L HDPE moveable bin inside Ghat area |
| 377 | 1100L capacity HDPE bin |
| 378 | C.I ENTRANCE GATE |
| 379 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm |
| 380 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 381 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codesa) Pakur Variety |
| 382 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 383 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. In ground floor and foundation.[using concrete mixture](b) M 25 Grade |
| 384 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild SteelI. SAIL/ TATA/RINL |
| 385 | Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. In ground floor b) Area of Each Granite slab 0.6 to 1.0 Square meter. |
| 386 | Supplying,fitting & fixing granite 18mm thick for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. |
| 387 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary i) With 1:4 cement mortarc) 10 mm thick plaster |
| 388 | Supplying and installation of Cast Iron and MS structure entrance Gate (Pilllar ) according to the approved drawing including Calligraphy work and other necessery items directed by the engineer in- charge. Please Enable Macros to View BoQ information |
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