Beautification work from Delapir Chowk to IVRI Road.

PART-A PATHWAY AND OTHER WORKS

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

GSB Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC. And compacting with smooth wheel roller to archieve the desired density, complete as per (MORD) technical specifcation Clause-401.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Brick work with common burnt clay F.P.S. (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone Aggregate 20 mm nominal size

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern

80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge.

Providing & laying coloured and textured imprinted cast in place concrete flooring, applying finishing the top surface, in accordance with sprinkling of colour hardener at the rate of 2.7 kg./sq.mt. Floating the surface application of release agent, stamping the concrete with stamping tools, cleaning the surface with water jet (next day) and application of acrylic based sealer for finishing complete as per directions of the engineer-in-charge. The work includes providing and Laying av. 75 to 100 mm thick M20 grade BMC / RMC concrete using 420 kg of cement per cum. of concrete including well compaction, necessary finishing top surface, side supports, leveling, ;pumping, curing, compound etc. complete. Treatment of Construction Joints by Groove cutting of size 4 mm x 20 mm in panel size approximately 3mtr x 3 mtr and filling the same with 6mm braker rod and providing & laying PU based joint sealer Impact flex 100 or equivalent etc (Bomanite or equivalant). all complete as per approved design, pattern & direction of Engineer in charge.

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Supplying & Laying of Precast Saucer Drain 100 thick 300 mm wide inluding sand bed etc all complete in direction of engineer in charge

Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer- in-charge.

Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.

Providing & fixing of Quartz Cobble Stone Paving Size 100x100x 100 mm including filling of mortar in joints & 40 mm thick base including all necessary T&P all complete in direction of engineer in charge.

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in- charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be

Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)

Providing and fixing unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

M-35 Grade Concrete- Providing and laying in positon ready mixed or sitebatched design mix cement concrete for reinforcedcement concrete work; using coarse aggregate and aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement,admixtures in recommended proportons as per IS:9103 to accelerate / retard sieving of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site oflaying, curing, carriage for all leads; but excluding thecost of centering, shufering, fnishing andreinforcement as per directon of the engineer-in charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimumspecified cement content in design mix shall be payableseparately. In case the cement content in design mix ismore than 110% of the specified minimum cementcontent, the contractor shall have discreton to eitherre design the mix or bear the cost of extra cement Concrete of M35 grade with minimum cement contentof 370 kg /cum All

Applying stamping finsh of the top surface of freshlylaid plain / reinforced cement concrete of specifedgrade in portco, side walks, drive ways, pool decks andopen yard as per directon of the Engineer-in-Charge.* The concrete shall be placed and screened to thefnished grade and • oated to the uniform surface byusing standard fnishing techniques. approved colorhardener@ 2.7 kg/sqm shall be applied evenly to thesurface of the fresh concrete by the dry shake methodby sprinkling in twoor more shakes foated aer eachshake and trowel only after final coating. The approved released agent @ 0.113 Kg/Sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the fexiblepolyurethene stamp moulds of approved design and inrequired sizes to achieve fnal stamping pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufcient size and weight to leave properstamp marks and the process repeated for the remaining concrete surface till the whole surface to bestamped is completed within the time while the concrete is in plastic stage of setting.After stamping, the curing shall be done as permanufacturers specifcatons. After inital curing theimprinted joints shall be grouted using cement slurrymixed with color hardener as per the requirement. Thesurface shall be sealed by applying acrylic based sealernot less than 0.167 litre/Sqm on fnished surf The constructon joints shall be provided by grovecutting of size 4 mm x 20 mm in panel size 3 m x 3 m orlesser as per the site

Providing and laying full body vitrified tile in floor of minimum thickness 15 mm with water absorption less than 0.06% and conforming to IS:15622, of approved make, brand and manufacturer. laid on 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.30 kg / sqm including grouting the joints with white cement and matching pigments etc. The slab must be cut with the zero chipping diamond cutter only. Laying of slab will be done with the help of notch trowel, wedge, clips of required thickness, vacuum cups for lifting, leveling system and rubber mallet for placing the slab gently and easily. Size of tile as per Direction of engineer/

PART-B EXTERNAL ELECTRIFICATION & LANDSCAPE LIGHTING

Supply & Fixing of’ 5mtr long Antique designed pole with cast aluminium/iron base with galvanized steel pipe and decorative top painted with primer then painted with dull finished polyurethane paint fitted with MCB and connector with decorative bracket single arm for mounting of 1nos drop down lantern with body made out of spun aluminium and fitted with poly carbonate diffuser in 110W with built in surge protector and lumn output>110lmn/watt. Design as per Architect in charge. (Make - Twinklelite/ wipro/ K Lite)

Supplying Testing & Installation of Led Flood Light Luminaire 50W Philips Make Model - BVP 140 Led 50 CW PSU WH/ Wipro/ Luster etc all complete of direction of engineer in charge.

Supplying Testing & Installation of Led Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Luster etc all complete of direction of engineer in charge.

Supplying Testing & Installation of Garden Spike Light 12W WW Make Philips/ Wipro/ Luster etc all complete of direction of engineer in charge.

Supply and fixing of decorative 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect.

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required

Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.

Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brassn nut bolt & spring washer spaced at 50mm)

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth

6.00 Sqmm 4 Core

25.00 Sqmm 3.5 Core

70.00 Sqmm 3.5 Core

Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required.

63 mm dia (OD-63 mm & ID-51 mm nominal)

90 mm dia (OD-90 mm & ID-76 mm nominal)

PART-C Benches

Supply and fixing of Sand Stone Bench (Size 1500x450x450) mm including grouting in R.C.C Block etc. all complete in direction of Engineer in charge.

Supplying & fixing of Cast iron bench with back with logo and hand rest in tradtional style bench fixing in R.C.C. block in size 600x600x600 all complete with painting of any colour & any shade etc all complete in

Providing & fixing of Concrete Bench as per Drawings & design etc all complete in direction of engineer in charge and approval of Architect in charge.

PART-D Dustbins

Fabrication and supply & Fixing of Stainless Steel grade, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.with civil work including all necessary T&P etc all complete in direction of engineer in charge. (Model No. OZUF-DB-BO- LID, Make -Ozone/ Jindal/ J.C.Decaux or equivalent)

PART-E SIGNAGES & OTHER WORK

Delineator supply & Fixing of M S Delineator made of mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface be conceited so that there should not be any exposed surface without powder coating. Alternatively these metal guide poles can be concealed so that height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel guide Poles shall conform to Type X1 sheeting specification as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The retro reflection sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, Impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtaining from international/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in aboard. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall be uploaded which quoting tender. The rate shall include all material, labour, T&P, transportation,

Supply & fixing of linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminum foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick word with 16 NOS fastener/screw

Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67 2012 retro reflective sheeting with back frame MS angle of 35*35*5mm. Legends letters, numerals and borders etc should be as per Morth specification No-801.3.7. The sheeting shall have a pressure – sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacture. The ACM (aluminum composite materials) shall be fixed on the back frame MS Angle with riveting Micro prismatic type IV Retro reflective sheeting conforming to ASTM D4958-09 shall be pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage flexibility liner tested for removal adhesion. Impact resistance, specular gloss and fungus resistance.3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from international condition it should also be obtained from Indian condition within 3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation the employer/Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all material,

Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all incidentals all incidentals

Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the

Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the

Solar Power Road Marker The solar studs shall be made of aluminum alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4260. Its color may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. It shall have super bright LEDs so as the provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40 degree C to +45 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labour, equipments, fabrication, transportation erection, installation and incidentals all complete as per

Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed over aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm * 45 cm * 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting

90 cm equilateral triangle with definition plate size (20cm*60cm)

60 cm equilateral triangle with definition plate (20cm*60cm)

60 cm circular with definition plate (20cm*60cm)

80 mm * 60 mm rectangular with definition plate (20cm*60cm)

60 mm * 45 mm rectangular with definition plate (20cm*60cm)

60 cm * 45 mm square with definition plate (20cm*60cm)

90 cm high octagon

50*60 cm single chevron

155*60 cm Double chevron

30*90 cm (left/right) Object Hazard

45*90 cm Two way Hazard

30*90 cm + 45*78 cm Guarded/unguarded Railway crossing

Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm firmly fixed to the ground by means of properly designed foundation with M – 15 grade

PART-F HORTICULTURE AND LANDSCAPING

Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-

Providing and stacking of Nyctanthes arbor- tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-

Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 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 Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of

Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-

Providing and stacking of Ficus Racemosa (Goolar) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge.

Providing and stacking of Ficus Virens (Paakad) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge.

Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-

Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge..

Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-

Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-

Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge.

Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge..

Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge.

Providing and displaying of Croton Petra Bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-

Providing and stacking of Plumeria acutifolia of height 150-165 cm. with 3-4 branches in big size HDPE bag as per direction of the officer-in- charge.

Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of

Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.

Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big poly bags of

Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-

Providing and stacking of Bauhinia purpurea (Kachnar)/ Bauhinia Variegata of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-

Providing and stacking of Saraca indica (Sita Ashok) Saraca Asoca of height 105-120 cm. in big poly bags of size 25 cm as per direction of

Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge

Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-

Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-

Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-

Providing and stacking of Plant (As per Architect approval) height 120-150 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 Plant (As per Architect approval) height 90-105 cm. with 10- 12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge..( MediumTree)

Providing and stacking of Plant (As per Architect approval) height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer- in-charge. ( Small Tree)

Providing and stacking of Plant (As per Architect approval) height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-

Providing and stacking of Plant (As per Architect approval), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. (Shrubs)

Making tree guard 53 cm dia and 1.3 m high as per design from empty coal tar drums, supplied free by the department, including providing and fixing 2 nos M.S. sheet rings 50 x 0.5 mm fixed with rivets complete in all respects including painting inside and outside of tree guard with: Two or more coats of synthetic enamel paint of

Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications.

Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by

Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment)

Mixing earth and manure in specified proportion or as directed.

Rough dressing the trenched ground including breaking the clods.

Fine dressing the ground

Spreading of mixed good earth and manure in specified proportions as above and in required thickness.

Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.

Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,

Providing and Displaying Topiary of Ficus Nuda well developed with fresh & healthy foliage from Top to Bottom with single piller 75 to 90 cm spread, 195 to 210 cm ht. in 35 cm Cement Tray

Providing and Displaying Topiary of Casuarina fresh & healthy having 5 to 6 specific shape and size ball well developed 195 to 210 cm ht. in 40 cm Cement Pot as per direction of the officer-in

Providing and Displaying Ficus black vivion piller Topiary (sylinder type) well developed with fresh & healthy 180 to 210 cm ht in 40 cm Cement Pot as per direction of the officer-in-

Providing and Displaying Ficus Long Island Topiary well developed with fresh & healthy 5 to 6 ball specific size and shape 120 to 150 cm ht in 40 cm Cement Pot as per direction of the

Providing and Displaying Ficus Nuda Topiary well developed with fresh & healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction of the officer

Providing and Displaying Terminalia mantaly (variegata) well developed with fresh & healthy as per direction of the officer-in-charge.

Providing and Displaying Peltophorum Ferrugineum well developed with fresh & healthy of height 3.0 m or above as per

Providing and Displaying washingtonia Filifera well developed with fresh & healthy of height 3.0 m or above as per direction of the officer-in

Providing and Displaying Phoenix Dactylifera well developed with fresh & healthy of height 3.0 m or above as per direction of the officer-in

Providing and Displaying Hymenocallis Speciosa well developed with fresh & healthy of height 0.6 m or above as per direction of the

Providing and Displaying Bismarkia well developed with fresh & healthy of height 1.5 m or above as per direction of the officer-in-

Providing and Displaying Ixora Coccinea well developed with fresh & healthy of height 0.6 m or above as per direction of the officer-in-

Providing and Displaying Ficus Topiary well developed with fresh & healthy of height 0.6 m or above as per direction of the officer-in- charge.

Providing and Displaying Furcaria well developed with fresh & healthy of height 0.9 m or above as per direction of the officer-in-

Providing and Displaying Ficus Balls well developed with fresh & healthy of height 0.9 m or above as per direction of the officer-in-

Providing and Displaying Cycus Circinalis well developed with fresh & healthy of height 1.0 m or above as per direction of the officer-in-

Providing and Displaying Clerodendron Inermi well developed with fresh & healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction of the officer

Providing and Displaying Golden Pandanus Dwarf well developed with fresh & healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction of the

Providing and Displaying Iresine well developed with fresh & healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-

Providing and Displaying Dianella Variegatawell developed with fresh & healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction

Providing and Displaying Tabernaemontana coronaria well developed with fresh & healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction

COST OF TREE SURROUNDING

COST OF TREE SURROUNDING

COST CONCRETE BOLLARDS

COST CONCRETE BOLLARDS

PART-I PLANTER

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil

Cement Concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 8:4:1 including supply of all materials, labours,tools & plants etc. required for poper completion of the work, Excluding GST

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Beam/ Wall excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M 200.

Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. - Thermo-Mechanically

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick

Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of Grill & stair case railing

Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.

Providing and fixing of Terrakota Jali size 205x205x62.5 mm etc all complete in direction of engineer in charge.

Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.

PART-J Upgradation & Other Works of Round About (Pedestal)

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.

Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.

PART-K Upgradation & Other Works of Round About

Bronze murals(sheet/plate method) -8feet height

Fiberglass -reinforced plastic (FRP) fiber 2layer mural - 8feet height

Fiberglass -reinforced plastic (FRP) fiber 2layer mural - 12nos- 6feet height

Marble stone mural - 6feet height

Cnc metal decorative bollards footpath lights with Bareilly nagar nigam logo-8feet height

Cnc metal decorative bollards footpath lights with Bareilly nagar nigam logo-2.5feet height