Construction Re-construction of areas within 500 m radius of the jetties mentioned in the tender document (Lot-5)

SERAMPORE FERRY GHAT: Earthwork

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

(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.

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

CC & RCC Works

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

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

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

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 Steel I. SAIL/ TATA/RINL

Steel Works

(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) (ii) Grill weighing above 16 Kg./sq.mtr and above

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 thereof i) For trusses spanning up to 12.00 m

Brick works

Brick work with 1st class modular bricks (a) With cement mortar (1:4) In foundation and plinth

Flooring & Cladding Works

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.

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

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

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.

18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 0.4 kg/Sqm and pointing @2.0 kg/Sqm]

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

Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5. (b) 50 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone,buiding premises,garden,parks,domestic drive as per IS: 15658- 2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.) (i) Grey

Plaster & Painting Works

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary i) With 1:4 cement mortar c) 10 mm thick plaster

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

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

(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)

(a) On timber or plastered surface : With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)

Supplying, fitting & fixing tensile Fabric Canopy to have following specification: a) Base fabric : 100% Polyster b) Yarn : 1100 dtex c) Weave : Plain Weave d) Total weight : 725 g/m2 e) lacquering : SI FLUO PVDF both sides f) Special feature : Low wicking g) Breaking strength : 3000/2800 N/5cm h) Tear strength : 300/300N i) Adhesion 120 N/5cm j) Flame retardancy M2/B1 k) Temperature resistance : -30OC/+70OC l) Light fastness : 7-8 all complete as per direction of the officer-in-charge.

Precast pierced concrete jally work as per design and manufacturer's specification including moulding etc. with stone chips and necessary reinforcement shuttering complete including fitting, fixing in position in all floors. (a) 50 mm. thick panels

Landscaping

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)

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%).

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.

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.

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

Providing and stacking of Plumeria alba of height 180-210 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.

Providing and Stacking of Ficus panda plant of height 30-45 cm. multibranches, well developed in poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Gardenia jasminoides of height 60-75 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.

Providing and stacking of Daniella variegated, with 3 to 4 variegated leaves in 30 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

Providing and stacking of Murraya exotica of height 30-45 cm. in poly bags of size 15 cm as per direction of the officer-in-charge.

Miscellaneous Items

Single Frame Pole Sign MPO Octagonal Single sided Pole With 100 mm Frames Providing 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 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 span and 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 the octagonal 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.

Finger Post Multiple Frames Sign MPO Octagonal Single sided Pole With 50 mm Frames Providing 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 span and 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 the octagonal 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.

Manufacture and Supply of 2 seatter portable toilet with cabin size 4x6x7ft. Made of FRP sandwich pannels, FRP Partition wall diveded the Toiles in two cabin Each cabin size is 2.6x2.4x7ft., FRP Roof & 02 Nos. FRP doors of size 6x2ft. including all Door hardware, 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 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.

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.

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.

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.

Dismantling Works

Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.

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

Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof.

Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. (a) In ground floor including roof.

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

Electrical works

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.

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 to the pole. 4M Top @ 76mm dia

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.

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.

Supply and fixing of outdoor/indoor type 63A DPMCB panel having I/C- 63 A DPMCB01 No & 63 Amp. 2P Change Over, Outgoing02 Nos 32 Amp DPMCB & 02 nos 32 A DP Switch with powder coating, all acessories & connections.

Supply and laying of 16 Sqmm 2 core PVC Al. Arm Cable of 1.1 KV grade ISI Marked direct in ground including excavation , sand cushioning , protective covering and refilling the trench etc. as required.

Supply & fixing of 4.0 sq,mm, 2 core Aluminimum service wire including all acessories and connections.

Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: 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), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 40 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts

Supplying & Erection of No. 6 SWG GI (Hot Dip) continuous earth wire with Galv. (Hot Dip) earth clamp

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 valves a) 75mm(OD)

ROAD - 1: Earthwork

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

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

CC & RCC Works

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

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

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

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 Steel I. SAIL/ TATA/RINL

Road layers

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

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).

Providing and laying surface dressing as wearing course in single coat using approved quality crushed stone aggregates of specified size and hot bituminous binder laid on prepared surface including thorough cleaning of the surface, screening and cleaning of stone chips, applying uniformly requisite quantity of hot bitumen, spreading uniformly dry stone aggregates and rolling with 8-10 tonne smooth wheeled steel roller with necessary hand packing or spreading of chips to obtain closed surface including the cost and carriage of bitumen and stone chips, heating the bitumen and all other cost and charges of fuel, lubricants in this connection including hire and operational charges of machinery and equipment for construction and quality control complete as per Clause 509 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (By Mechanical Means) B. Second coat or renewal coat on black topped surface using bitumen @ 10 kg per 10 m2 and stone chips / bajree (100% passing through 13.2 mm sieve and 100% retained on 5.6 mm sieve) @ 0.10 m3 per 10 m2 surface.

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) Tack coat (Over Bituminous surfaces.)

Providing and laying bituminous concrete with Hot Mix Plant using coarse aggregates, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading 2 (13.2 mm nominal size, 30mm/40 mm thick.) (i) Using Batch Type HMP of minimum capacity 100-120 TPH.

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 80 mm thick C.C. paver block of M-40 grade with approved colour design and pattern.

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.

Supplying ready mixed concrete of M 25 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 controlled condition 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 required levels 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] (i) Without approved concrete pump

Plaster & Painting Works

(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)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Miscellaneous Items

Manufacture and Supply of 2 seatter portable toilet with cabin size 4x6x7ft. Made of FRP sandwich pannels, FRP Partition wall diveded the Toiles in two cabin Each cabin size is 2.6x2.4x7ft., FRP Roof & 02 Nos. FRP doors of size 6x2ft., including BIO-DIGESTER WASTE TANK (1nos): 5000 ltr. Material of construction FRP thickness 5mm avg., 2 water closet squatting pan (Indian type W.C. pan ), PVC Water Tank, 1 Wash basin, Towel hanger, Cloth hook, shop disk, mirror .Soap Dispenser, all UPVC plumbing fitting internal & External connections, all Elictricity fitting with 2Nos & 7wattt led bulb & outside connections etc. all complete according the site-in charge and according to the approved design and Brand.

Providing 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 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 span and 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 the octagonal 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.

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii) 60 cm circular

i) 90 cm equilateral triangle

Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.

Dismantling Works

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (I) By Manual Means a) Bituminous Courses

b) Granular Courses

(II) By Mechanical Means Bituminous Courses

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

Electrical works

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.

Supplying, Installation, testing and commissioning of Road Lighting Feeder Pillar fabricated out of suitable size angle iron and flats and covered with 2mm thick cold rolled CRCA sheet, weather proof powder coated painting etc. confirming to IP 55 Complete Incoming:1 Set Three Phase, 4 wire Energy Meter along with 1 No. 32Amp FP MCCB, 25kA breaking capacity with heavy duty solid neutral link with thermal release having O/L and short circuit protection along with 3Nos. Multifunctional digital Astronomical switches to control the road lighting luminaries per phase with easy programming with PC, automatic ON and OFF time as per the uploaded programming, back up can be downloaded through data key, sealable cover even with inserted data key etc. Bus Bar:50Amps Aluminium Bus Bar shall be insulated by heat shrinakable sleeves & clip on shroud for joints Outgoings:Outgoing up to 6 way distribution with four pole MCBs of current carrying capacity of 10 Amp & 10kA breaking capacity as per approved make complete as required.

Supply & installation, testing and commissioning of 3.5M High decorative post top pole with 24 watt LED luminare including providing and making the suitable RCC foundation as per design with junction box, 6A MCB, connector and wiring with PVC insulated PVC sheathed cable size 3C x 1.5 sq. mm complete in all respect with all accessories and including connection etc. and complete as per Electrical Engineer-inCharge.

Integral type decorative post top lantern for above pole with all accessories and control gear box, including fixing on 3.5 meter high pole, pole with connection and all required material on required size of G.I pipe suitable for 45W LED lamp with igniter

Supplying the following 1.1 KV grade PVC insulated A/Al. Cable as below: 4 core 25 Sqmm. [ For LT-Panel to Feeder Pillar]

4 core 16 sq mm. [For Pole to Pole]

Laying only Cable upto 50 Sqmm through existing RCC/Hume/ GI Pipe / Open masonary trench for single, 2, 3, 3½ & 4 core.

Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed.

Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below 4 core 25 sq mm.

4 core 16 sq mm.

Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials. 4 core 25 sq mm.

4 core 16 sq mm.

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 valves a) 75mm(OD)

Excavation of soil for installation of Earth Electrode and filling & ramming. For Morrum Soil.

Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: 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), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 40 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts

Supplying & Erection of No. 6 SWG GI (Hot Dip) continuous earth wire with Galv. (Hot Dip) earth clamp

Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages (a) Solid GI wire (ii) No. 6 SWG

ROAD - 2: Earthwork

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

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

CC & RCC Works

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

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

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

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 Steel I. SAIL/ TATA/RINL

Road layers

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

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).

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 80 mm thick C.C. paver block of M-40 grade with approved colour design and pattern.

Supplying ready mixed concrete of M 25 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 controlled condition 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 required levels 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] (i) Without approved concrete pump

Plaster & Painting Works

(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)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Miscellaneous Items

Providing 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 span and 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 the octagonal 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.

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii) 60 cm circular

i) 90 cm equilateral triangle

Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.

Dismantling Works

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of MORD. a) In ground floor including roof.

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

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

Electrical works

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.

ROAD - 3: Earthwork

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

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

A. 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).

Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).

CC & RCC Works

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

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

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

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 Steel I. SAIL/ TATA/RINL

Road layers

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

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).

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).

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 controlled condition 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 required levels 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

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.

Filler joint (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Surface Dressing Providing and laying surface dressing as wearing course in single coat using approved quality crushed stone aggregates of specified size and hot bituminous binder laid on prepared surface including thorough cleaning of the surface, screening and leaning of stone chips, applying uniformly requisite quantity of hot bitumen, spreading uniformly dry stone aggregates and rolling with 8-10 tonne smooth wheeled steel roller with necessary hand packing or spreading of chips to obtain closed surface including the cost and carriage of bitumen and stone chips, heating the bitumen and all other cost and charges of fuel, lubricants in this connection including hire and operational charges of machinery and equipment for construction and quality control complete as per Clause 509 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (By Mechanical Means) A. Single coat or 1st coat over granular surface using bitumen @ 12 kg per 10 m2 and stone chips / bajree (100% passing through 22.4 mm sieve and 100% retained on 11.2 mm sieve) @ 0.15 m3 per 10 m2 surface.

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) Tack coat (Over Bituminous surfaces.)

Providing and laying bituminous concrete with Hot Mix Plant using coarse aggregates, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading 2 (13.2 mm nominal size, 30mm/40 mm thick.) (ii) Using Drum mix Type HMP of minimum capacity 60-90 TPH.

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 80 mm thick C.C. paver block of M-40 grade with approved colour design and pattern.

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.

Supplying ready mixed concrete of M 25 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 controlled condition 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 required levels 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] (i) Without approved concrete pump

Plaster & Painting Works

(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)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Miscellaneous Items

Manufacture and Supply of 2 seatter portable toilet with cabin size 4x6x7ft. Made of FRP sandwich pannels, FRP Partition wall diveded the Toiles in two cabin Each cabin size is 2.6x2.4x7ft., FRP Roof & 02 Nos. FRP doors of size 6x2ft., including BIO-DIGESTER WASTE TANK (1nos): 5000 ltr. Material of construction FRP thickness 5mm avg., 2 water closet squatting pan (Indian type W.C. pan ), PVC Water Tank, 1 Wash basin, Towel hanger, Cloth hook, shop disk, mirror .Soap Dispenser, all UPVC plumbing fitting internal & External connections, all Elictricity fitting with 2Nos & 7wattt led bulb & outside connections etc. all complete according the site-in charge and according to the approved design and Brand.

Providing 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 span and 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 the octagonal 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.

Providing 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 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 span and 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 the octagonal 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.

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii) 60 cm circular

i) 90 cm equilateral triangle

Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.

Dismantling Works

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (I) By Manual Means a) Bituminous Courses

b) Granular Courses

(II) By Mechanical Means Bituminous Courses

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

Electrical works

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.

Supply & installation, testing and commissioning of 3.5M High decorative post top pole with 24 watt LED luminare including providing and making the suitable RCC foundation as per design with junction box, 6A MCB, connector and wiring with PVC insulated PVC sheathed cable size 3C x 1.5 sq. mm complete in all respect with all accessories and including connection etc. and complete as per Electrical Engineer-inCharge.

Integral type decorative post top lantern for above pole with all accessories and control gear box, including fixing on 3.5 meter high pole, pole with connection and all required material on required size of G.I pipe suitable for 45W LED lamp with igniter

Supplying the following 1.1 KV grade PVC insulated A/Al. Cable as below: 4 core 16 sq mm. [For Pole to Pole]

Laying only Cable upto 50 Sqmm through existing RCC/Hume/ GI Pipe / Open masonary trench for single, 2, 3, 3½ & 4 core.

Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed.

Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below 4 core 16 sq mm.

Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials. 4 core 16 sq mm.

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 valves a) 75mm(OD)

Excavation of soil for installation of Earth Electrode and filling & ramming. For Morrum Soil.

Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. Long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. Long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. Long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: a) By ISI-Medium GI pipe.

Supplying & Erection of No. 6 SWG GI (Hot Dip) continuous earth wire with Galv. (Hot Dip) earth clamp

Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages (a) Solid GI wire (ii) No. 6 SWG

ROAD - 4: Earthwork

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

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

A. 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).

Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).

CC & RCC Works

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

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

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

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 Steel I. SAIL/ TATA/RINL

Road layers

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

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).

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).

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 controlled condition 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 required levels 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

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.

Filler joint (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

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 80 mm thick C.C. paver block of M-40 grade with approved colour design and pattern.

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.

Supplying ready mixed concrete of M 25 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 controlled condition 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 required levels 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] (i) Without approved concrete pump

Plaster & Painting Works

(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)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Miscellaneous Items

Providing 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 span and 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 the octagonal 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.

Providing 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 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 span and 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 the octagonal 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.

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii) 60 cm circular

i) 90 cm equilateral triangle

Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.

Dismantling Works

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (I) By Manual Means a) Bituminous Courses

b) Granular Courses

(II) By Mechanical Means Bituminous Courses

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

Electrical works

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.

Supplying, Installation, testing and commissioning of Road Lighting Feeder Pillar fabricated out of suitable size angle iron and flats and covered with 2mm thick cold rolled CRCA sheet, weather proof powder coated painting etc. confirming to IP 55 Complete Incoming:1 Set Three Phase, 4 wire Energy Meter along with 1 No. 32Amp FP MCCB, 25kA breaking capacity with heavy duty solid neutral link with thermal release having O/L and short circuit protection along with 3Nos. Multifunctional digital Astronomical switches to control the road lighting luminaries per phase with easy programming with PC, automatic ON and OFF time as per the uploaded programming, back up can be downloaded through data key, sealable cover even with inserted data key etc. Bus Bar:50Amps Aluminium Bus Bar shall be insulated by heat shrinakable sleeves & clip on shroud for joints Outgoings:Outgoing up to 6 way distribution with four pole MCBs of current carrying capacity of 10 Amp & 10kA breaking capacity as per approved make complete as required.

Supply & installation, testing and commissioning of 3.5M High decorative post top pole with 24 watt LED luminare including providing and making the suitable RCC foundation as per design with junction box, 6A MCB, connector and wiring with PVC insulated PVC sheathed cable size 3C x 1.5 sq. mm complete in all respect with all accessories and including connection etc. and complete as per Electrical Engineer-inCharge.

Integral type decorative post top lantern for above pole with all accessories and control gear box, including fixing on 3.5 meter high pole, pole with connection and all required material on required size of G.I pipe suitable for 45W LED lamp with igniter.

Supplying the following 1.1 KV grade PVC insulated A/Al. Cable as below: 4 core 25 Sqmm. [ For LT-Panel to Feeder Pillar]

4 core 16 sq mm. [For Pole to Pole]

Laying only Cable upto 50 Sqmm through existing RCC/Hume/ GI Pipe / Open masonary trench for single, 2, 3, 3½ & 4 core.

Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed.

Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below 4 core 25 sq mm.

4 core 16 sq mm.

Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials. 4 core 25 sq mm.

4 core 16 sq mm.

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 valves a) 75mm(OD)

Excavation of soil for installation of Earth Electrode and filling & ramming. For Morrum Soil.

Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. Long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. Long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. Long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. Below the ground level as below: a) By ISI-Medium GI pipe.

Supplying & Erection of No. 6 SWG GI (Hot Dip) continuous earth wire with Galv. (Hot Dip) earth clamp

Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages (a) Solid GI wire (ii) No. 6 SWG

SOLID WASTE MANAGEMENT: Bins and Accessories

Bin - 1100L/1.1 cum Plastic/HDPE

Pair Bin - 240L -Plastic/HDPE

Pair of 240 Liter bin placement platform with Shed, Frame

Pair of 50L Metal Bin with Stand

Pair of 100L capacity HDPE/Plastic bin placed within frame

ENTRANCE GATE TO FERRY GHAT: Earthwork

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

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

CC & RCC Works

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

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

Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. In ground floor and foundation.[using concrete mixture] (b) M 25 Grade Raft

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 Steel I. SAIL/ TATA/RINL

Flooring & Cladding Works

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.

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

Plaster & Painting Works

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary i) With 1:4 cement mortar c) 10 mm thick plaster

Miscellaneous Items

Supplying and installation of Cast Iron and MS structure entrance Gate (Pilllar ) according to the approved drawing including Calligraphy work and other necessery items directed by the engineer in- charge.

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