Tender For Construction / Re-Construction Of Areas Within 500 M Radius From The Panihati Jetty Ghat In Panihati Municipality, Rani Rashmoni Jetty Ghat In Barrackpore And Titagarh, And Khardah Jetty Ghat In Khardah Municipality At West Bengal For Urba, Kolkata-West Bengal

TDR : 54547816

Tender Notice
BOQ

22 Days Left

Kolkata , West Bengal

Tender Brief : Tender For Construction / Re-Construction Of Areas Within 500 M Radius From The Panihati Jetty Ghat In Panihati Municipality, Rani Rashmoni Jetty Ghat In Barrackpore And Titagarh, And Khardah Jetty Ghat In Khardah Municipality At West Bengal For Urba

Document Fees
Refer document

EMD
₹ 3105411.0 /-

Tender Value
₹ 15.52 Crore /-

Submission Date
02-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Mahotsavtala
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	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
4	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
5	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 Pakur Variety
6	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.
7	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
8	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.
9	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
10	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.
11	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor (a) Area of each Granite slab 0.6 to 1.0 Square meter
12	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/Sq.m and pointing @2.0 kg/Sq.m]
13	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
14	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)
15	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%).
16	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.
17	Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden andthan rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish properly, as per directionof the officer in charge
18	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.
19	Supplyig and installing of BOOM BARRIER- approved brand (Electro Mechanical, Motorised with 6 Meter boom Open Time 4 Sec / RIGHT Installed/ 2 Nos Remote/ 600~800 Times Per day, STEEL Housing box , Support Stand , Control PCB & acces). Complete with directed as per Engineer- incharge.
20	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.
21	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.
22	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.
23	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.
24	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.
25	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.b) Granular Courses
26	Bituminous Courses
27	Dismantling artificial stone flooring upto 50mm thck by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75m.(a) upto 150 mm. thick
28	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
29	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.
30	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
31	SURVEILLANCE CAMERA ON POST TOP LIGHT- 2MP Outdoor Pan/Tilt Smart WiFi CCTV Camera \| Color Night Vision \| AI Person Detection \| 360°Coverage \| Weatherproof \| MicroSD Card Slot(upto 256GB) \| Google Assistant & Alexa.with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
32	Supply and laying of 16 Sq.mm 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.
33	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 diax 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel driven to an average depth of 3.65 Mts. below the groundlevel as below:Earthing with 65 mm dia GI pipe (TATA-Medium)x 3.0 Mts.long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20mm dia x 125 mm long galvanized bolt, double nuts, doublewashers including socketing at both ends of stranded GI (HotDip) wire by crimping sockets/ thimbles and S & F 40 mm diaGI pipe (ISI-Medium) protection (3 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel to an average depth of 3.65 Mts
34	Supplying & Erection of No. 6 SWG GI (Hot Dip) continuousearth wire with Galv. (Hot Dip) earth clamp
35	Connecting the equipments to earth busbar including S & F GI(Hot Dip) wire of size as below on wall/floor with staples buriedinside wall/floor as required and making connection toequipments with bolts, nuts, washers, cable lugs etc. asrequired and mending good damages(a) Solid GI wire(ii) No. 6 SWG
36	Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future.(B) Pressure Rating : PN 10(i) Laying of pipe line including cost of pipe only excluding cost of specials/fittings valvesa) 75mm(OD)
37	Bazarpara Ghat
38	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
39	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
40	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
41	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
42	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
43	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
44	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
45	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.
46	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
47	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.
48	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
49	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor
50	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.
51	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor (a) Area of each Granite slab 0.6 to 1.0 Square meter
52	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/Sq.m and pointing @2.0 kg/Sq.m]
53	Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stoneslab in wall, dado in 15 mm thick [avg] cement mortar (1:3)including making suitable arrangement to hold the stoneproperly by brass / copper hooks including pointing in cementmortar (1:2) (1 cement : 2 marble dust) with admixture ofpigments matching the stone shade, including grinding andpolishing all complete as per direction of Engineer-in-chargeincluding cost of materials, labour, scaffolding, staging,curing complete.[Using cement slurry for bedding @4.4 kg/Sq.m and forjointing @1.8 kg/Sq.m]
54	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
55	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
56	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
57	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
58	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface :(iv) Two coats (with any shade except white)
59	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)
60	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%).
61	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.
62	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
63	Providing and stacking of Jatropha multifida (red colour) of height 60-75 cm. multibranched in p.bag of size 25 cm as per direction of the officer-in-charge.
64	Providing and stacking of Tabernaemontana divaricata (Chandni double) of height 75-90 cm.with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge.
65	Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot / PlasticPot & as per direction of the officer-in-charge.
66	Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish roperly, as per direction of the officer in charge
67	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.
68	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)
69	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.
70	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.
71	Dismantling artificial stone flooring upto 50 mm.thick by carefully chiselling without damaging thebase and removing rubbish as directed within alead of 75 m.
72	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
73	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
74	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.
75	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
76	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. (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
77	Supplying & installation, testing and commissioning of RECESSED LIGHT-18 watt LED (fixed on wall) (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
78	SURVEILLANCE CAMERA ON POST TOP LIGHT- 2MP Outdoor Pan/Tilt Smart WiFi CCTV Camera \| Color Night Vision \| AI Person Detection \| 360°Coverage \| Weatherproof \| MicroSD Card Slot(upto 256GB) \| Google Assistant & Alexa.with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
79	Supply and laying of 16 Sq.mm 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.
80	Supply and laying of 10 Sq.mm 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.
81	Supply & fixing of 4.0 sq,mm, 2 core Aluminimum service wire including all acessories and connections.
82	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 diax 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel driven to an average depth of 3.65 Mts. below the groundlevel as below:Earthing with 65 mm dia GI pipe (TATA-Medium)x 3.0 Mts.long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20mm dia x 125 mm long galvanized bolt, double nuts, doublewashers including socketing at both ends of stranded GI (HotDip) wire by crimping sockets/ thimbles and S & F 40 mm diaGI pipe (ISI-Medium) protection (3 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel to an average depth of 3.65 Mts
83	Supplying & Erection of No. 6 SWG GI (Hot Dip) continuousearth wire with Galv. (Hot Dip) earth clamp
84	Connecting the equipments to earth busbar including S & F GI(Hot Dip) wire of size as below on wall/floor with staples buriedinside wall/floor as required and making connection toequipments with bolts, nuts, washers, cable lugs etc. asrequired and mending good damages(a) Solid GI wire(ii) No. 6 SWG
85	Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future.(B) Pressure Rating : PN 10(i) Laying of pipe line including cost of pipe only excluding cost of specials/fittings valvesa) 75mm(OD)
86	Muktisthal
87	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
88	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
89	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
90	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
91	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor
92	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.
93	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor (a) Area of each Granite slab 0.6 to 1.0 Square meter
94	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/Sq.m and pointing @2.0 kg/Sq.m]
95	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
96	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
97	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
98	Supplying, fitting & fixing Glass mosaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design, fixing in customize design as per direction of Engineerin- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge. [At Ground Floor]ii) Gradation/ Progression Type
99	Galvanised corrugated iron sheet work (excluding thesupporting frame work) fitted and fixed with 10 mm. dia J orL hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet tobe supplied by contractor)(i) In Roof:-c) With 0.80 mm thick sheet
100	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)
101	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%).
102	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.
103	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
104	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart
105	Providing and stacking of Plumeria alba of height. 6-7 ft with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
106	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.
107	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.
108	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.
109	Manufacture and Supply of 5 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.
110	Dismantling artificial stone flooring upto 50 mm.thick by carefully chiselling without damaging thebase and removing rubbish as directed within alead of 75 m.
111	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
112	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.
113	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
114	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.
115	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
116	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. (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
117	SURVEILLANCE CAMERA ON POST TOP LIGHT- 2MP Outdoor Pan/Tilt Smart WiFi CCTV Camera \| Color Night Vision \| AI Person Detection \| 360°Coverage \| Weatherproof \| MicroSD Card Slot(upto 256GB) \| Google Assistant & Alexa.with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
118	Supplying & installation, testing and commissioning of Hanging light/ pendent light 18 watt LED lamp with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
119	Supply and laying of 16 Sq.mm 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.
120	Supply and laying of 10 Sq.mm 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.
121	Supply & fixing of 4.0 sq,mm, 2 core Aluminimum service wire including all acessories and connections.
122	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 diax 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel driven to an average depth of 3.65 Mts. below the groundlevel as below:Earthing with 65 mm dia GI pipe (TATA-Medium)x 3.0 Mts.long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20mm dia x 125 mm long galvanized bolt, double nuts, doublewashers including socketing at both ends of stranded GI (HotDip) wire by crimping sockets/ thimbles and S & F 40 mm diaGI pipe (ISI-Medium) protection (3 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel to an average depth of 3.65 Mts
123	Supplying & Erection of No. 6 SWG GI (Hot Dip) continuousearth wire with Galv. (Hot Dip) earth clamp
124	Connecting the equipments to earth busbar including S & F GI(Hot Dip) wire of size as below on wall/floor with staples buriedinside wall/floor as required and making connection toequipments with bolts, nuts, washers, cable lugs etc. asrequired and mending good damages(a) Solid GI wire(ii) No. 6 SWG
125	Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future.(B) Pressure Rating : PN 10(i) Laying of pipe line including cost of pipe only excluding cost of specials/fittings valvesa) 75mm(OD)
126	Santisthal Ghat
127	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
128	(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
129	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
130	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
131	Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth.
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 codesv 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	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.
140	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
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 slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor (a) Area of each Granite slab 0.6 to 1.0 Square meter
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	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
146	Colour Decorative
147	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
148	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
149	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
150	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface :(iv) Two coats (with any shade except white)
151	(a) On timber or plastered surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)
152	Supplying fitting and fixing 4mm thick acrylic ornamental finger plate made of transparent acrylic sheet including providing holes of knobs and keys as per existing shutter and chamfering the edges of the acrylic sheet.
153	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)
154	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%).
155	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.
156	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
157	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart
158	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.
159	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.
160	Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish roperly, as per direction of the officer in charge
161	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.
162	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.
163	Supplying fixing and placing of Resin SilicaMetalReinforcement.(RSMR) sculpture 4 meter height over (1.5 X 1.5) m concrete pedestal with approved design and complete as per direction of Engineer-in-Charge.
164	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
165	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.
166	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
167	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. (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
168	SURVEILLANCE CAMERA ON POST TOP LIGHT- 2MP Outdoor Pan/Tilt Smart WiFi CCTV Camera \| Color Night Vision \| AI Person Detection \| 360°Coverage \| Weatherproof \| MicroSD Card Slot(upto 256GB) \| Google Assistant & Alexa.with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
169	Supply and laying of 16 Sq.mm 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.
170	Supply and laying of 10 Sq.mm 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.
171	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 diax 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel driven to an average depth of 3.65 Mts. below the groundlevel as below:Earthing with 65 mm dia GI pipe (TATA-Medium)x 3.0 Mts.long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20mm dia x 125 mm long galvanized bolt, double nuts, doublewashers including socketing at both ends of stranded GI (HotDip) wire by crimping sockets/ thimbles and S & F 40 mm diaGI pipe (ISI-Medium) protection (3 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel to an average depth of 3.65 Mts
172	Supplying & Erection of No. 6 SWG GI (Hot Dip) continuousearth wire with Galv. (Hot Dip) earth clamp
173	Connecting the equipments to earth busbar including S & F GI(Hot Dip) wire of size as below on wall/floor with staples buriedinside wall/floor as required and making connection toequipments with bolts, nuts, washers, cable lugs etc. asrequired and mending good damages(a) Solid GI wire(ii) No. 6 SWG
174	Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future.(B) Pressure Rating : PN 10(i) Laying of pipe line including cost of pipe only excluding cost of specials/fittings valvesa) 75mm(OD)
175	Trannath babur Ghat
176	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
177	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
178	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
179	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
180	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
181	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
182	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
183	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.
184	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
185	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.
186	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
187	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.
188	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor (a) Area of each Granite slab 0.6 to 1.0 Square meter
189	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.
190	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/Sq.m and pointing @2.0 kg/Sq.m]
191	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
192	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
193	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
194	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
195	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (a) On timber or plastered surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)
196	(b) On steel or other metal surface :(iv) Two coats (with any shade except white)
197	2.5m x 2.0m span of tensile structure1. All Steel Member 1) 150mm X 3mm& 150 mm X 3 mm Thik Pipe ExVertical post above02. 150 mm X 3mm Ms Ftaming Post( Horizontal)3. 110 mm X 6 mm & Ms Support( Inclined ) 90 mm & 90 mm pipe4. Fabric 900 GSMBelgium Fabric, Sattler5. All Profile Plat 15 mm ,10mm,5mm6. All Harware Gi Coating7. Hypoxy paint &White PremierAll complete including all setup as per directed by the Engineer-in charge.
198	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)
199	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%).
200	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.
201	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
202	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart
203	Providing and stacking of Terminalia arjuna of height 8-10 ft. in big polybags of size 25 cm as per direction of the officer-in-charge.
204	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.
205	Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bags of size 25 cm as per direction of the officer-in-charge.
206	Providing and stacking of Hibiscus rosasinensis of height 60-75 cm. with 5-6 branches in p.bag of size 25 cm as per direction of the officer-in-charge
207	Croton Baby Golden plant (three in one), having ht. 60 cm, multi branches, well developed with fresh and healthy foliage in 25 cm size of Earthen pot / Plastic pot.
208	Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish roperly, as per direction of the officer in charge
209	Manufacture and Supply of 5 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.
210	1 seatter handicap proteble toilet cebin. One pen westurn toilet.with all assesiris handicap 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 6x6x6.6 feet Tap material polyiny chloride PVC. Brass. Plumbring material PVC. Water supply system minimum300 ltr, biodiegaster west Tank capacity 1000 ltr drdo technology .Each toilet electric city fhitting 1 merror 1 washbesin 1 towel rood ss brass 1 shoop diskAs per complete
211	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.
212	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.
213	Dismantling artificial stone flooring upto 50 mm.thick by carefully chiselling without damaging thebase and removing rubbish as directed within alead of 75 m.
214	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
215	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
216	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.
217	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
218	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. (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
219	Supplying & installation, testing and commissioning of RECESSED LIGHT-18 watt LED (fixed on wall) (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
220	SURVEILLANCE CAMERA ON POST TOP LIGHT- 2MP Outdoor Pan/Tilt Smart WiFi CCTV Camera \| Color Night Vision \| AI Person Detection \| 360°Coverage \| Weatherproof \| MicroSD Card Slot(upto 256GB) \| Google Assistant & Alexa.with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
221	Supply and laying of 16 Sq.mm 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.
222	Supply and laying of 10 Sq.mm 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.
223	Supply & fixing of 4.0 sq,mm, 2 core Aluminimum service wire including all acessories and connections.
224	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 diax 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel driven to an average depth of 3.65 Mts. below the groundlevel as below:Earthing with 65 mm dia GI pipe (TATA-Medium)x 3.0 Mts.long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20mm dia x 125 mm long galvanized bolt, double nuts, doublewashers including socketing at both ends of stranded GI (HotDip) wire by crimping sockets/ thimbles and S & F 40 mm diaGI pipe (ISI-Medium) protection (3 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel to an average depth of 3.65 Mts
225	Supplying & Erection of No. 6 SWG GI (Hot Dip) continuousearth wire with Galv. (Hot Dip) earth clamp
226	Connecting the equipments to earth busbar including S & F GI(Hot Dip) wire of size as below on wall/floor with staples buriedinside wall/floor as required and making connection toequipments with bolts, nuts, washers, cable lugs etc. asrequired and mending good damages(a) Solid GI wire(ii) No. 6 SWG
227	Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future.(B) Pressure Rating : PN 10(i) Laying of pipe line including cost of pipe only excluding cost of specials/fittings valvesa) 75mm(OD)
228	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
229	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
230	Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
231	Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).
232	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
233	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
234	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
235	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
236	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.
237	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
238	Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
239	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision).
240	Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlledcondition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at requiredlevels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In ground floor and foundation. i) Without approved concrete pump
241	Filler joint(iii) Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
242	Filler joint(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
243	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
244	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In superstructure, ground floor
245	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.
246	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.
247	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thickwith uniform texture & without decorative veins in columns,wall, facia,rise etc. with 15 mm thick [avg] cement mortar(1:2) including making suitable arrangements to hold thestones properly by brass / copper hooks including pointing incement mortar (1:2) (1 white cement : 2 marble dust) withadmixture of pigment matching the stone shades all completeas per direction of the Engineer-in-charge including cost of allmaterials, labours, scaffolding, staging, curing androughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m &white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor(a) Area of each Granite slab 0.6 to 1.0 Square meter
248	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
249	Colour Decorative
250	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
251	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
252	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 Sq.m 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).
253	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
254	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
255	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 bendingradius of 900 mm)
256	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)
257	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%).
258	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.
259	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
260	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart
261	Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as perdirection of officer incharge.
262	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
263	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)
264	1 seatter handicap proteble toilet cebin. One pen westurn toilet.with all assesiris handicap 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 6x6x6.6 feet Tap material polyiny chloride PVC. Brass. Plumbring material PVC. Water supply system minimum300 ltr, biodiegaster west Tank capacity 1000 ltr drdo technology .Each toilet electric city fhitting 1 merror 1 washbesin 1 towel rood ss brass 1 shoop diskAs per complete
265	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.
266	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.
267	Tree Guard with MS Angle Iron and Steel WireProviding and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together.
268	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. b) Granular Courses
269	Bituminous Courses
270	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
271	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
272	Supply, Installation, Testing and Commissioning of All in One 30Watt LED Solar Light Solar Street Light (LED based) consist of white LED luminaire (LED + Driver) rating as per configuration along with Solar PV modules and LiFePo4 battery of given capacity, necessary control electronics, interconnecting wires / cables, module mounting structures, etc. to operate from dusk to dawn.Test certificates from MNRE/NABL accredated labs for mechanical components.Including support bracket & clamps and the galvanised pole 5-6 meter octagonal pole etc. to install on 5-6 Meter High Octagonal Pole with Pole top dia. 70mm and bottom dia. 130mm with 3mm thickness with foundation bolts etc. and suitable for fixing 30 Watt Solar LED Lights as per technical specifications. Pole should be suitable for basic wind speed at 10M level upto 180kmph (50m/sec.) wind speed for 3 seconds as per IS: 875, Part-3-1987, column designed to ILETR-7 (2nd edition) wind speed design and pole design as per BS 5649 Steel grade : BSEN/10025 - equivalent (Y-355MPA).Only indigenous PV modules of IEC Tested. Crystalline high power/efficiency cells used in the solar photovoltaic module.LED Luminaire life to be more than >50,000hours with more than 36Ah capacity of Lithium battery(IP65 and corrosion resitant) , 60W Solar Panel, Lumen should be more than 3800lm, Autonomy should be minimum 2 days and colour temperature should be more than 5700k CCT complete in all respect as per specifications.
273	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. (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
274	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
275	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
276	Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
277	Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).
278	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
279	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
280	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
281	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
282	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.
283	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
284	Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
285	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision).
286	Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlledcondition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at requiredlevels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In ground floor and foundation. i) Without approved concrete pump
287	Filler joint(iii) Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
288	Filler joint(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
289	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
290	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.
291	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.
292	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thickwith uniform texture & without decorative veins in columns,wall, facia,rise etc. with 15 mm thick [avg] cement mortar(1:2) including making suitable arrangements to hold thestones properly by brass / copper hooks including pointing incement mortar (1:2) (1 white cement : 2 marble dust) withadmixture of pigment matching the stone shades all completeas per direction of the Engineer-in-charge including cost of allmaterials, labours, scaffolding, staging, curing androughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m &white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor(a) Area of each Granite slab 0.6 to 1.0 Square meter
293	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
294	Colour Decorative
295	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
296	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 Sq.m 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).
297	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
298	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
299	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
300	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)
301	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%).
302	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.
303	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
304	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart
305	Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as perdirection of officer incharge.
306	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
307	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) including biodigester- 200 liters
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	Tree Guard with MS Angle Iron and Steel WireProviding and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together.
311	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.b) Granular Courses
312	Bituminous Courses
313	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
314	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
315	Supply, Installation, Testing and Commissioning of All in One 30Watt LED Solar Light Solar Street Light (LED based) consist of white LED luminaire (LED + Driver) rating as per configuration along with Solar PV modules and LiFePo4 battery of given capacity, necessary control electronics, interconnecting wires / cables, module mounting structures, etc. to operate from dusk to dawn.Test certificates from MNRE/NABL accredated labs for mechanical components.Including support bracket & clamps and the galvanised pole 5-6 meter octagonal pole etc. to install on 5-6 Meter High Octagonal Pole with Pole top dia. 70mm and bottom dia. 130mm with 3mm thickness with foundation bolts etc. and suitable for fixing 30 Watt Solar LED Lights as per technical specifications. Pole should be suitable for basic wind speed at 10M level upto 180kmph (50m/sec.) wind speed for 3 seconds as per IS: 875, Part-3-1987, column designed to ILETR-7 (2nd edition) wind speed design and pole design as per BS 5649 Steel grade : BSEN/10025 - equivalent (Y-355MPA).Only indigenous PV modules of IEC Tested. Crystalline high power/efficiency cells used in the solar photovoltaic module.LED Luminaire life to be more than >50,000hours with more than 36Ah capacity of Lithium battery(IP65 and corrosion resitant) , 60W Solar Panel, Lumen should be more than 3800lm, Autonomy should be minimum 2 days and colour temperature should be more than 5700k CCT complete in all respect as per specifications.
316	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. (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
317	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
318	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
319	Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
320	Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).
321	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
322	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
323	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
324	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
325	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.
326	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
327	Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
328	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision).
329	Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlledcondition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at requiredlevels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In ground floor and foundation. i) Without approved concrete pump
330	Filler joint(iii) Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
331	Filler joint(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
332	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
333	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.
334	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.
335	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thickwith uniform texture & without decorative veins in columns,wall, facia,rise etc. with 15 mm thick [avg] cement mortar(1:2) including making suitable arrangements to hold thestones properly by brass / copper hooks including pointing incement mortar (1:2) (1 white cement : 2 marble dust) withadmixture of pigment matching the stone shades all completeas per direction of the Engineer-in-charge including cost of allmaterials, labours, scaffolding, staging, curing androughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m &white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor(a) Area of each Granite slab 0.6 to 1.0 Square meter
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 Grey
337	Colour Decorative
338	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
339	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
340	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 Sq.m 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).
341	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
342	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
343	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
344	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)
345	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%).
346	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.
347	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
348	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart
349	Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as perdirection of officer incharge.
350	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
351	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) including biodigester- 200 liters
352	1 seatter handicap proteble toilet cebin. One pen westurn toilet.with all assesiris handicap 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 6x6x6.6 feet Tap material polyiny chloride PVC. Brass. Plumbring material PVC. Water supply system minimum300 ltr, biodiegaster west Tank capacity 1000 ltr drdo technology .Each toilet electric city fhitting 1 merror 1 washbesin 1 towel rood ss brass 1 shoop diskAs per complete
353	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.
354	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.
355	Tree Guard with MS Angle Iron and Steel WireProviding and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together.
356	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. b) Granular Courses
357	Bituminous Courses
358	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
359	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
360	Supply, Installation, Testing and Commissioning of All in One 30Watt LED Solar Light Solar Street Light (LED based) consist of white LED luminaire (LED + Driver) rating as per configuration along with Solar PV modules and LiFePo4 battery of given capacity, necessary control electronics, interconnecting wires / cables, module mounting structures, etc. to operate from dusk to dawn.Test certificates from MNRE/NABL accredated labs for mechanical components.Including support bracket & clamps and the galvanised pole 5-6 meter octagonal pole etc. to install on 5-6 Meter High Octagonal Pole with Pole top dia. 70mm and bottom dia. 130mm with 3mm thickness with foundation bolts etc. and suitable for fixing 30 Watt Solar LED Lights as per technical specifications. Pole should be suitable for basic wind speed at 10M level upto 180kmph (50m/sec.) wind speed for 3 seconds as per IS: 875, Part-3-1987, column designed to ILETR-7 (2nd edition) wind speed design and pole design as per BS 5649 Steel grade : BSEN/10025 - equivalent (Y-355MPA).Only indigenous PV modules of IEC Tested. Crystalline high power/efficiency cells used in the solar photovoltaic module.LED Luminaire life to be more than >50,000hours with more than 36Ah capacity of Lithium battery(IP65 and corrosion resitant) , 60W Solar Panel, Lumen should be more than 3800lm, Autonomy should be minimum 2 days and colour temperature should be more than 5700k CCT complete in all respect as per specifications.
361	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. (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
362	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
363	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
364	Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
365	Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).
366	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
367	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
368	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
369	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
370	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.
371	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
372	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision).
373	Filler joint(iii) Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
374	Filler joint(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
375	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
376	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.
377	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.
378	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thickwith uniform texture & without decorative veins in columns,wall, facia,rise etc. with 15 mm thick [avg] cement mortar(1:2) including making suitable arrangements to hold thestones properly by brass / copper hooks including pointing incement mortar (1:2) (1 white cement : 2 marble dust) withadmixture of pigment matching the stone shades all completeas per direction of the Engineer-in-charge including cost of allmaterials, labours, scaffolding, staging, curing androughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m &white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor(a) Area of each Granite slab 0.6 to 1.0 Square meter
379	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
380	Colour Decorative
381	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
382	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
383	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 Sq.m 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).
384	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
385	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
386	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
387	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)
388	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%).
389	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.
390	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
391	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart
392	Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as perdirection of officer incharge.
393	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
394	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.
395	Tree Guard with MS Angle Iron and Steel WireProviding and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together.
396	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
397	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
398	Supply, Installation, Testing and Commissioning of All in One 30Watt LED Solar Light Solar Street Light (LED based) consist of white LED luminaire (LED + Driver) rating as per configuration along with Solar PV modules and LiFePo4 battery of given capacity, necessary control electronics, interconnecting wires / cables, module mounting structures, etc. to operate from dusk to dawn.Test certificates from MNRE/NABL accredated labs for mechanical components.Including support bracket & clamps and the galvanised pole 5-6 meter octagonal pole etc. to install on 5-6 Meter High Octagonal Pole with Pole top dia. 70mm and bottom dia. 130mm with 3mm thickness with foundation bolts etc. and suitable for fixing 30 Watt Solar LED Lights as per technical specifications. Pole should be suitable for basic wind speed at 10M level upto 180kmph (50m/sec.) wind speed for 3 seconds as per IS: 875, Part-3-1987, column designed to ILETR-7 (2nd edition) wind speed design and pole design as per BS 5649 Steel grade : BSEN/10025 - equivalent (Y-355MPA).Only indigenous PV modules of IEC Tested. Crystalline high power/efficiency cells used in the solar photovoltaic module.LED Luminaire life to be more than >50,000hours with more than 36Ah capacity of Lithium battery(IP65 and corrosion resitant) , 60W Solar Panel, Lumen should be more than 3800lm, Autonomy should be minimum 2 days and colour temperature should be more than 5700k CCT complete in all respect as per specifications.
399	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. (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
400	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
401	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
402	Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
403	Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).
404	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
405	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
406	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
407	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
408	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.
409	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
410	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision).
411	Filler joint(iii) Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
412	Filler joint(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
413	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
414	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.
415	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.
416	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thickwith uniform texture & without decorative veins in columns,wall, facia,rise etc. with 15 mm thick [avg] cement mortar(1:2) including making suitable arrangements to hold thestones properly by brass / copper hooks including pointing incement mortar (1:2) (1 white cement : 2 marble dust) withadmixture of pigment matching the stone shades all completeas per direction of the Engineer-in-charge including cost of allmaterials, labours, scaffolding, staging, curing androughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m &white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor(a) Area of each Granite slab 0.6 to 1.0 Square meter
417	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
418	Colour Decorative
419	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
420	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
421	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 Sq.m 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).
422	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
423	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
424	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
425	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
426	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart
427	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
428	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 and installation 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 conditions as per approved design/ drawings and instructions of the engineer-in-charge Size - As per drawing.
429	Tree Guard with MS Angle Iron and Steel WireProviding and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together.
430	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
431	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
432	Supply, Installation, Testing and Commissioning of All in One 30Watt LED Solar Light Solar Street Light (LED based) consist of white LED luminaire (LED + Driver) rating as per configuration along with Solar PV modules and LiFePo4 battery of given capacity, necessary control electronics, interconnecting wires / cables, module mounting structures, etc. to operate from dusk to dawn.Test certificates from MNRE/NABL accredated labs for mechanical components.Including support bracket & clamps and the galvanised pole 5-6 meter octagonal pole etc. to install on 5-6 Meter High Octagonal Pole with Pole top dia. 70mm and bottom dia. 130mm with 3mm thickness with foundation bolts etc. and suitable for fixing 30 Watt Solar LED Lights as per technical specifications. Pole should be suitable for basic wind speed at 10M level upto 180kmph (50m/sec.) wind speed for 3 seconds as per IS: 875, Part-3-1987, column designed to ILETR-7 (2nd edition) wind speed design and pole design as per BS 5649 Steel grade : BSEN/10025 - equivalent (Y-355MPA).Only indigenous PV modules of IEC Tested. Crystalline high power/efficiency cells used in the solar photovoltaic module.LED Luminaire life to be more than >50,000hours with more than 36Ah capacity of Lithium battery(IP65 and corrosion resitant) , 60W Solar Panel, Lumen should be more than 3800lm, Autonomy should be minimum 2 days and colour temperature should be more than 5700k CCT complete in all respect as per specifications.
433	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. (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
434	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
435	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
436	Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
437	Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).
438	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
439	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
440	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
441	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
442	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.
443	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
444	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision).
445	Filler joint(iii) Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
446	Filler joint(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
447	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
448	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.
449	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thickwith uniform texture & without decorative veins in columns,wall, facia,rise etc. with 15 mm thick [avg] cement mortar(1:2) including making suitable arrangements to hold thestones properly by brass / copper hooks including pointing incement mortar (1:2) (1 white cement : 2 marble dust) withadmixture of pigment matching the stone shades all completeas per direction of the Engineer-in-charge including cost of allmaterials, labours, scaffolding, staging, curing androughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m &white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor(a) Area of each Granite slab 0.6 to 1.0 Square meter
450	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
451	Colour Decorative
452	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
453	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
454	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 Sq.m 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).
455	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
456	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
457	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
458	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
459	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart
460	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
461	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 and shade.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 and installation 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 conditions as per approved design/ drawings and instructions of the engineer-in-charge Size - As per drawing.
462	Tree Guard with MS Angle Iron and Steel WireProviding and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together.
463	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
464	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
465	Supply, Installation, Testing and Commissioning of All in One 30Watt LED Solar Light Solar Street Light (LED based) consist of white LED luminaire (LED + Driver) rating as per configuration along with Solar PV modules and LiFePo4 battery of given capacity, necessary control electronics, interconnecting wires / cables, module mounting structures, etc. to operate from dusk to dawn.Test certificates from MNRE/NABL accredated labs for mechanical components.Including support bracket & clamps and the galvanised pole 5-6 meter octagonal pole etc. to install on 5-6 Meter High Octagonal Pole with Pole top dia. 70mm and bottom dia. 130mm with 3mm thickness with foundation bolts etc. and suitable for fixing 30 Watt Solar LED Lights as per technical specifications. Pole should be suitable for basic wind speed at 10M level upto 180kmph (50m/sec.) wind speed for 3 seconds as per IS: 875, Part-3-1987, column designed to ILETR-7 (2nd edition) wind speed design and pole design as per BS 5649 Steel grade : BSEN/10025 - equivalent (Y-355MPA).Only indigenous PV modules of IEC Tested. Crystalline high power/efficiency cells used in the solar photovoltaic module.LED Luminaire life to be more than >50,000hours with more than 36Ah capacity of Lithium battery(IP65 and corrosion resitant) , 60W Solar Panel, Lumen should be more than 3800lm, Autonomy should be minimum 2 days and colour temperature should be more than 5700k CCT complete in all respect as per specifications.
466	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. (HAVELLS/CROMPTON/jaguar) with all accessories and including connection etc. and complete as per Electrical Engineer-in Charge and consultants.
467	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
468	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
469	Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
470	Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).
471	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
472	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
473	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
474	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
475	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.
476	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
477	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision).
478	Filler joint(iii) Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
479	Filler joint(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
480	Brick work with 1st class modular bricks(a) With cement mortar (1:4)In foundation and plinth
481	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.
482	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.
483	Supplying, fitting & fixing granite slabs 15mm to 18 mm. thickwith uniform texture & without decorative veins in columns,wall, facia,rise etc. with 15 mm thick [avg] cement mortar(1:2) including making suitable arrangements to hold thestones properly by brass / copper hooks including pointing incement mortar (1:2) (1 white cement : 2 marble dust) withadmixture of pigment matching the stone shades all completeas per direction of the Engineer-in-charge including cost of allmaterials, labours, scaffolding, staging, curing androughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m &white cement slurry for joint filling @ 1.8 kg/sq.m]In ground floor(a) Area of each Granite slab 0.6 to 1.0 Square meter
484	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
485	Colour Decorative
486	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
487	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
488	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 Sq.m 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).
489	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
490	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
491	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
492	Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.
493	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.Planting hedge plants in two rows at 30cm apart
494	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
495	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.
496	Tree Guard with MS Angle Iron and Steel WireProviding and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together.
497	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. b) Granular Courses
498	Bituminous Courses
499	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
500	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

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Tender For Construction / Re-Construction Of Areas Within 500 M Radius From The Panihati Jetty Ghat In Panihati Municipality, Rani Rashmoni Jetty Ghat In Barrackpore And Titagarh, And Khardah Jetty Ghat In Khardah Municipality At West Bengal For Urba, Kolkata-West Bengal

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Tender For Construction / Re-Construction Of Areas Within 500 M Radius From The Panihati Jetty Ghat In Panihati Municipality, Rani Rashmoni Jetty Ghat In Barrackpore And Titagarh, And Khardah Jetty Ghat In Khardah Municipality At West Bengal For Urba, Kolkata-West Bengal

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