Tender For Package 2: Construction / Re-Construction Of Areas Within 500 M Radius From The Jutemill Jetty Ghat In Halisahar Municipality, Sheoraphuli Jetty Ghat In Baidyabati Municipality, Naihati Jetty Ghat In Naihati Municipality, Ratan Babu Jetty, Kolkata-West Bengal

TDR : 54560052

Tender Notice
BOQ

30 Days Left

Kolkata , West Bengal

Tender Brief : Tender For Package 2: Construction / Re-Construction Of Areas Within 500 M Radius From The Jutemill Jetty Ghat In Halisahar Municipality, Sheoraphuli Jetty Ghat In Baidyabati Municipality, Naihati Jetty Ghat In Naihati Municipality, Ratan Babu Jetty

Document Fees
Refer document

EMD
₹ 822591.0 /-

Tender Value
₹ 4.11 Crore /-

Submission Date
10-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	RATANBABU FERRY 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	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
4	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
5	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.
6	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
7	Providing and laying cast in situ cement concrete blocks of any size at site with well graded Coarse aggregate, including dressing, ramming and preparing bed to proper slope with necessary earth work not exceeding 300 mm in depth including necessary shuttering, curing complete and finishing exposed surface of cement blocks with 1 :3 cement and sand mortar with all leads and lifts including supply and carriage of all materials complete.With Jhama Khoab) Nominal Mix. 1:3:6 with 37.5 mm down coarse aggregateZone -IV
8	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
9	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
10	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.
11	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
12	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.
13	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
14	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor
15	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.
16	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.
17	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
18	Colour Decorative
19	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
20	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.
21	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
22	Providing and applying palster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
23	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
24	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
25	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
26	On concrete work
27	Supplying, fitting & fixing 1.5mm thick Plain Corrugation Polycarbonate clear sheet made of national brand, excluding the supporting frame work, fitted and fixed with 10mm dia x 55mm Self-driving screws, EPDM washers and putty complete with 150mm end lap and one corrugation minimum side lap complete as per specification & direction of Engineer - in - charge including materials, labour, taxes andall other incidental charges. (Payment to be made on area of finished work ).
28	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 coloura)With 2 wall 6 mm overall thickness (wt.1.30kg/sqm,Ugvalue being 3.7 W/m2K, Min. cold bending radius of 900 mm)
29	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)
30	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%).
31	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.
32	Fine dressing of the ground.
33	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
34	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
35	Holes 45 cm dia, and 45 cm deep
36	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
37	Shrubs Plant
38	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.
39	Providing and stacking of Allamanda cathartica of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
40	Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.
41	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.as per approved design/ drawings and instructions of the engineer-in-chargeSize - As per drawing.
42	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 : 4CI
43	C2 : 4CI
44	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 192192mm4 IC ICN/SM/DP/FM5 Pixel Density 27,777 dots/m²6 module pixels 3232 pixelScreen Parameters1
45	Graffiti wall art on selected plastered and painted wall surface, all complete as directed to the site engineer. All paint's equipements and others are included.
46	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)
47	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).
48	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
49	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.
50	Dismantling artificial stone flooring upto 50 mm.thick by carefully chiselling without damaging thebase and removing rubbish as directed within alead of 75 m.(a) In ground floor including roof.
51	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
52	RATANBABU FERRY GHAT : PR1
53	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
54	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
55	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
56	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
57	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.
58	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
59	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor
60	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.
61	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.
62	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
63	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.
64	Colour Decorative
65	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
66	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
67	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).
68	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
69	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
70	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. Steel face
71	On concrete work
72	Supplying, fitting & fixing 1.5mm thick Plain Corrugation Polycarbonate clear sheet made of national brand, excluding the supporting frame work, fitted and fixed with 10mm dia x 55mm Self-driving screws, EPDM washers and putty complete with 150mm end lap and one corrugation minimum side lap complete as per specification & direction of Engineer - in - charge including materials, labour, taxes andall other incidental charges. (Payment to be made on area of finished work ).
73	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)
74	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%).
75	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.
76	Fine dressing of the ground.
77	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
78	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
79	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
80	Shrubs Plant
81	Providing and stacking of Allamanda cathartica of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
82	Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.
83	Manufacture and Supply of 2 seatter portable toilet with cabin size 4x6x7ft. Made of FRP sandwich pannels, FRP Partition wall diveded the Toiles in two cabin Each cabin size is 2.6x2.4x7ft., FRP Roof & 02 Nos. FRP doors of size 6x2ft., including BIO-DIGESTER WASTE TANK (1nos):5000 ltr. Material of construction FRP thickness 5mm avg., 2 water closet squatting pan (Indian type W.C. pan ), PVC Water Tank, 1 Wash basin, Towel hanger, Cloth hook, shop disk, mirror .Soap Dispenser, all UPVC plumbing fitting internal & External connections, all Elictricity fitting with 2Nos & 7wattt led bulb & outside connections etc. all complete according the site-in charge and according to the approved design and Brand.
84	Universally accessible Public Toilet Cubicle (Specially abled)Manufacture, Supply & fixing of FRP toilet for Person with Disability 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. Person with Disability Toilet - with tiles finishSize of Toilet:- 2m x 2m x 2.3mts (lxbxh)As per complete
85	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 as per approved design/ drawings and instructions of the engineer-in-chargeSize - As per drawing.
86	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,as per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing.
87	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.
88	Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
89	Cautionary /warning sign boards of equilateral triangular shape having Each side of 900 mm with support length of 3650 mm
90	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
91	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.
92	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.
93	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
94	RATANBABU FERRY GHAT : PR2
95	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
96	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
97	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
98	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
99	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.
100	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
101	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor
102	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.
103	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.
104	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
105	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.
106	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
107	Colour Decorative
108	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
109	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
110	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).
111	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
112	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
113	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. Steel face
114	On concrete work
115	Supplying, fitting & fixing 1.5mm thick Plain Corrugation Polycarbonate clear sheet made of national brand, excluding the supporting frame work, fitted and fixed with 10mm dia x 55mm Self-driving screws, EPDM washers and putty complete with 150mm end lap and one corrugation minimum side lap complete as per specification & direction of Engineer - in - charge including materials, labour, taxes andall other incidental charges. (Payment to be made on area of finished work ).
116	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
117	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
118	Manufacture and Supply of 2 seatter portable toilet with cabin size 4x6x7ft. Made of FRP sandwich pannels, FRP Partition wall diveded the Toiles in two cabin Each cabin size is 2.6x2.4x7ft., FRP Roof & 02 Nos. FRP doors of size 6x2ft., including BIO-DIGESTER WASTE TANK (1nos):5000 ltr. Material of construction FRP thickness 5mm avg., 2 water closet squatting pan (Indian type W.C. pan ), PVC Water Tank, 1 Wash basin, Towel hanger, Cloth hook, shop disk, mirror .Soap Dispenser, all UPVC plumbing fitting internal & External connections, all Elictricity fitting with 2Nos & 7wattt led bulb & outside connections etc. all complete according the site-in charge and according to the approved design and Brand.
119	5 seatter protable toilet. four Indian toilet.and one urinal port Or Body Light weight FRP or better. Color UN color white & blue. Wall thickness minimum 8mm frp sandwich penel. Base thickness 5 mm frp door 2x6.cebin size 3x3x6.6 feet Tap material polyiny chloride PVC. Brass. Plumbring material PVC. Water supply system minimum 500 ltr, including BIO-DIGESTER WASTE TANK (1nos):5000 ltr. Material of construction FRP thickness 5mm avg., technology .Each toilet electricity fitting and complete.all complete according the site-in charge and according to the approved design and Brand.
120	Universally accessible Public Toilet Cubicle (Specially abled)Manufacture, Supply & fixing of FRP toilet for Person with Disability 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. Person with Disability Toilet - with tiles finishSize of Toilet:- 2m x 2m x 2.3mts (lxbxh)As per complete.all complete according the site-in charge and according to the approved design and Brand.
121	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 as per approved design/ drawings and instructions of the engineer-in-chargeSize - As per drawing.
122	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:as per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing.
123	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.
124	Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
125	Cautionary /warning sign boards of equilateral triangular shape having Each side of 900 mm with support length of 3650 mm
126	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
127	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.
128	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.
129	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
130	RATANBABU FERRY GHAT : PR3
131	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
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	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
135	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.
136	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
137	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor
138	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.
139	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.
140	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
141	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.
142	Colour Decorative
143	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
144	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).
145	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
146	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
147	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. Steel face
148	On concrete work
149	Supplying, fitting & fixing 1.5mm thick Plain Corrugation Polycarbonate clear sheet made of national brand, excluding the supporting frame work, fitted and fixed with 10mm dia x 55mm Self-driving screws, EPDM washers and putty complete with 150mm end lap and one corrugation minimum side lap complete as per specification & direction of Engineer - in - charge including materials, labour, taxes andall other incidental charges. (Payment to be made on area of finished work ).
150	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
151	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
152	Universally accessible Public Toilet Cubicle (Specially abled)Manufacture, Supply & fixing of FRP toilet for Person with Disability 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. Person with Disability Toilet - with tiles finishSize of Toilet:- 2m x 2m x 2.3mts (lxbxh)As per complete
153	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 as per approved design/ drawings and instructions of the engineer-in-chargeSize - As per drawing.
154	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:as per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing.
155	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.
156	Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
157	Cautionary /warning sign boards of equilateral triangular shape having Each side of 900 mm with support length of 3650 mm
158	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
159	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.
160	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.
161	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
162	RATANBABU FERRY GHAT : SR1
163	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
164	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
165	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
166	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
167	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.
168	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
169	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor
170	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.
171	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.
172	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
173	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.
174	Colour Decorative
175	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
176	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).
177	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
178	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
179	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. Steel face
180	On concrete work
181	Supplying, fitting & fixing 1.5mm thick Plain Corrugation Polycarbonate clear sheet made of national brand, excluding the supporting frame work, fitted and fixed with 10mm dia x 55mm Self-driving screws, EPDM washers and putty complete with 150mm end lap and one corrugation minimum side lap complete as per specification & direction of Engineer - in - charge including materials, labour, taxes andall other incidental charges. (Payment to be made on area of finished work ).
182	Finger Post Multiple Frames Sign :MPO Octagonal Single sided Pole With 50 mm FramesProviding and fixing in position Illuminated Pole mounted Speed limit -Informational signage consisting of the following:as per approved design/ drawings and instructions of the engineer-in-chargeSize - As per drawing.
183	Single Frame Pole Sign :MPO Octagonal Single sided Pole With 100 mm FramesProviding and fixing in position Illuminated Pole mounted-Informational signage consisting of the following:as per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing.
184	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.
185	Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
186	Cautionary /warning sign boards of equilateral triangular shape having Each side of 900 mm with support length of 3650 mm
187	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
188	RATANBABU FERRY GHAT : SR2
189	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
190	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
191	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
192	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
193	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.
194	Colour Decorative
195	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).
196	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
197	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
198	Trees Plant
199	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 as per approved design/ drawings and instructions of the engineer-in-chargeSize - As per drawing.
200	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.as per approved design/ drawings and instructions of the engineer-in-chargeSize -As per drawing.
201	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.
202	Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
203	Cautionary /warning sign boards of equilateral triangular shape having Each side of 900 mm with support length of 3650 mm
204	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
205	GATE- MODULE- 1
206	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
207	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
208	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
209	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 PCC
210	Column
211	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 Raft
212	Column
213	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
214	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.
215	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.
216	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
217	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.
218	GATE- MODULE- 2
219	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
220	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
221	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
222	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 PCC
223	Column
224	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 Raft
225	Column
226	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
227	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.
228	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.
229	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
230	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.
231	GATE- MODULE- 3
232	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
233	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
234	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
235	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 PCC
236	Column
237	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 Raft
238	Column
239	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
240	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.
241	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.
242	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
243	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.
244	SOLID WASTE MANAGEMENT
245	100L HDPE moveable bin in side Ghat area
246	Pair of 50L Metal Bin with Stand
247	Pair of 240L capacity HDPE bin
248	1100L capacity HDPE bin
249	Awareness campaigns through, meetings Workshops, Hording s, E-Boards
250	Training program (Training program for Borough I staffs involved in SWM at various level from respective borough)
251	Training program for Household regarding domestic production of Bio enzyme and it various uses.
252	Pamphlet distribution for the freey passengers.
253	Miscellaneous(Gloves, Mask, broom, Tray, Apron etc.) Please Enable Macros to View BoQ information

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Tender For Package 2: Construction / Re-Construction Of Areas Within 500 M Radius From The Jutemill Jetty Ghat In Halisahar Municipality, Sheoraphuli Jetty Ghat In Baidyabati Municipality, Naihati Jetty Ghat In Naihati Municipality, Ratan Babu Jetty, Kolkata-West Bengal

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Tender For Package 2: Construction / Re-Construction Of Areas Within 500 M Radius From The Jutemill Jetty Ghat In Halisahar Municipality, Sheoraphuli Jetty Ghat In Baidyabati Municipality, Naihati Jetty Ghat In Naihati Municipality, Ratan Babu Jetty, Kolkata-West Bengal

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