Gole Market - Karan Nagar Road Development at Srinagar City

Amount

DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:4:8 or leaner mix (i/c equivalent design mix)

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 meter lead as per direction of Engineer-in-Charge

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

Dismantling steel work manually/by mechanical means in built up sections without dismembering and stacking within 50 meters lead as per direction of Engineer-in-charge:

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge.

EARTH WORK

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, lead upto 50 meter and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.

All works upto plinth level

Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular as per design and shape for floors and roofs in 1:1½:3 (1cement : 1½ coarse sand : 3 graded stone aggregate 10 mm nominal size), including flush or deep ruled pointing at joints in cement mortar 1:2 (1 cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in pre casting, handling, hoisting, centering and erection complete for all floor levels including curing but excluding the cost of reinforcement.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Hard drawn steel wire

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) upto plinth level including curing. 7.44.2 Rough chisel dressed

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 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 jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

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 colou r& 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-Charge.

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.

Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge.

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 (1cement : 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.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer: 10.26.1 M.S. tube

Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge. The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 the joints except at sharp curve shall not to be 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 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 ISLC75 @ 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 Engineer-in-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).

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.

Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and curing but excluding the cost of reinforcement with: 5.14.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete

Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II

Providing and constructing RCC manhole Size 1.2 M x 2.0 M upto a depth of 0.9 M excluding excavation including foundation concrete, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and fixing in position steel fibre reinforced concrete ( SFRC) Frame and cover (20 tonnes capacity) of approved make including loading, unloading, transportation, all taxes, etc complete as directed by Engineering-incharge.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete

450 mm dia. R.C.C. pipe

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design

20.7.3Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

MISCELLANEOUS ITEMS

Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand.

Supply of empty cement bags.

Supplying of Coarse sand zone III for filling into the empty cemet bag, as per vendor's specification & complete as per direction of Engineer-in-Charge.

Clearing Snow (without frost) from Roads, manually; Snow depth over 650 mm but upto 750mm

providing and laying precast saucer type drain of size 600 x 300 x 50mm with M30 GRADE concrete including the Cutting of the existing bituminous surface of 10 cm thicckness and PCC of 1:3:6 for leveling and maintain the gradient to drain the water from raod to Storm water Drain etc and complete.

Providing & fixing of Totem (LED Signage) suitable for outdoor installation, having display size of 4.2' (feet) width x 6.2' (feet) height, complete with outdoor LED modules of 4 mm SMD outdoor brand delta or lower pixel pitch having brightness of minimum 4500 nits. Item include Structure MS and Aluminium IP X3, 12mm tempered glass, built in Media Player, power supplies, reciver cards, LED controller with builtin GSM module. Power consumption less than 2500 W and minimum 2 years warranty. Item to be installed as per vendor's specification & complete as per direction of Engineer-in-Charge.

Supply & Fixing of Double bucket Dustbin, of Capacity (liters) 40, Size (L x W x D mm) 1180 x 1000 x 1000 (mm). Bin will be manufactured in complete laser process to provide accurate and neat borders. Brand: Sintex, Chevron or Equivalent.

Geosynthetic Drainage with Two Filtering Non-woven Geotextiles having a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven Geotextiles of minimum thickness of 0.75mm having pores of 150 micron and tensile strength of 8.0 kN/m and having plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure, tensile strength of 18 kN/m with mass per unit area of 740 gsm.

Supply & Installation of MS CNC Laser Cut Panel of below mention thickness, Aesthetic fixture made of MS, as per design & drawing given by architect. Item include cost of ms sheet, cutting & installation on site. All work to be completed as per instruction of Site in charge.

8 mm thick ms sheet

Design, Supply, Fabrication and Installation of Tensile Membrane roofing with Panels & steel Cables and GI corner fittings nuts and bolts and associated accessories with membrane works. The design complies with the requirements of BS and, EU Standards. The tensioned membrane structure shall include engineering design of structural members and accessory parts. Membrane system shall include Membrane Fabric, Support M.S. Structure ,Wire Ropes and Cables, Shackles, Rigging Screws, Clamps and tensioning hardware etc with following components: A. Fabric part : Designing, engineering, supply, fabrication of fabric, wire ropes, corner fittings and all related accessories for fixing the fabric to the steel structure, installation and complete. The fabric shall be 902 S2 of Serge Ferrari or equivalent coated composite membrane with a top surface lacquered with multilayered PVDF in both side and wieldable in nature.

The coated composite membrane should have minimum tensile strength of 4200 / 4000 N/50 mm (EN ISO 1421) and tear strength of 550 / 500 N (DIN 53.363) with weight of 950 g/sq.m (EN ISO 2286-2) and with a Guarantee of 15 yrs (with non depreciating guarantee for first three years) from the manufacturer. The Flame retardency of the fabric should be B1/DIN 4102-1 with quality in conformity with ISO 9001 and environmental communication in conformity with ISO 14021.

To obtain fabric bi-axial test to determine compensation values required for fabric pattering as per the drawings. Rate includes cost of the fabric (insurance, freight, tax, etc), fabrication of the fabric (cutting and high frequency welding), transportation to the site, assembling installation and cost of fabric Bi- axial test. For payment purpose surface area of installed fabric shall be paid only . Any voids ,gaps in design and folds in fabric for installation shall not be paid. Any accessories like S.S. cables , Wire Ropes and Cables, Shackles, Rigging Screws, Clamps and tensioning hardware shall deemed to be included in rate of fabric.

Supply and fixing of Bollard made from mid steel with CNC machine finishing with 165mm outer diameter , 140mm inner diameter and 1030mm Height. Expose height 730mm from above Ground level andfixed the remaining 300mm below the GL. Two number of circular rib of R10mm radius are provided at the top and bottom of the bollard. 4 Nos of 15mm width retro reflective sheet pasted at the top and bottom groove by hot blow air sticking process for an ambience look and nighttime visibility. The whole product is power coated as per standard recommendation of Engineer. For fixing the Bollards with M15 cement concrete 45cm x 44cm x 60cm, 55cm below ground level with 140dia x 250mm inner sleeve inserted for 150mm below ground level and 100mm projected above ground level. The inner sleeve is fixed with bollard using M16 bolt of 200mm length.

Supply and fixing of Glass fiber Reinforced concrete Rectangular precaster seater boxes a size of 1000 X 450 X 450mm with M30 grade Concrete including the one coat of puttty paint for finishing the external surface including the transportation form the Manufacture factory to site and placing the Rectanguar boxes as directed by Engineer incharge

Providing and fixing Corten Steel Planter of 8 mm thick plate as per design. Planter should have a drainage hole at bottom. Planter is to be placed over M30 grade precast RCC base . All sides of the planter should be fixed with necessary clamps welded on back side as per manufacturer's specification & direction of Architect / engineer in charge.The cost of item is including delivery at site,labour,etc complete as per specifications.

Providing and fixing at site glass column type - 01, of 400 x 400 overall size & height of 3750mm, in which 750mm at bottom will be frame structure with acp cladding & over that 3000mm will be toughned / frosted glass. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge.

Providing and fixing at Vertical element, of 120 x 250 mm overall size & height of 4000mm, Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge.

Providing and fixing at CNC cut signage, of 600 x 6000 mm overall size & height of 5000mm, Item include complete foundation work, fabrication work, acrylic sheet, cnc cutting on ms cladding sheet. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge.

Providing and fixing at site Special signage type 01, made of ms frame structure and ms sheet of 8mm along with cnc cutting, Item include complete foundation work, fabrication work, acrylic sheet, cnc cutting on ms cladding sheet. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge.

Providing and fixing at site, Cycle stand module, made of ms flat and ms sheet, as shown in drawing. item include base plate for fixing of cycle stand module with ground, hold fastner etc. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge.

Providing and fixing at site, Refelective signage type - 01, made of ms tubular section and ms sheet, as shown in drawing. Item include complete foundation work, fabrication work, refelective sheet to be paste on ms cladding sheet. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge.

Providing and fixing at site, Refelective signage type - 02, made of ms tubular section and ms sheet, as shown in drawing. Item include complete foundation work, fabrication work, refelective sheet to be paste on ms cladding sheet. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge.

Providing and fixing at site, Special Element of Selfie point, made of ms tubular section with led strip light, as shown in drawing. Item include complete foundation work, fabrication work, led strip light. Fixing & installation of all material to be specified by vendor, up to the complete satisfaction of site - in - charge.

Supply, fabricate, erect, grout in position, connect data and power - as per drawings & artworks. Overall size of signage 2575 high X 1050wide X 150 thick; dual sided unit. Frame in MS angle/channel/box section construction. Exterior to be clad with Aluminium Composite Panels including Aluminium support framing and silicon sealants etc. including translucent, openable backlit panel (with secure locking mechanism) in Polycarbonate in recessed Stainless Steel angle frame. Providing RCC foundation for the vertical structure members as per design complete including integration of sleeves/ holding-down bolts etc. as per design of grade M-25 with sandstone cladding on base. Logos and facility information to be backlit with LEDs strip. Symbols and lettering to be routed out in ACP, with backing of 3mm thk. opal white PET-G sheets. All joints in the cladding of the sign to be made completely waterproof to IP 65 grade by means of appropriate details including profile overlaps, neoprene weather seals / gaskets and application of proper sealing medium (Silicone sealants) etc. Prepration of sign-specific artworks, shop-drawings and design + structural certification of foundation, sub-frame and final assembly in supplier / implementation agency's scope. Implementation to proceed only on the basis of certified shop drawings duly approved by Design Consultant.

Supply, fabricate, erect, grout in position, connect data and power - as per drawings & artworks. Overall size of signage 4525 high X 1475 wide X 150 thick; dual sided unit. Frame in fabricated MS angle/channel/box-section construction. Exterior to be clad with Aluminium Composite Panels including Aluminium support framing and silicone sealants etc. as per approved code-of-practice and assembly details. Providing RCC foundation for the vertical structure members as per design complete including integration of sleeves/ holding-down bolts etc. as per design of grade M-25 with sandstone cladding on base. Logos and facility information to be backlit with LEDs strip. Symbols and lettering to be routed out in ACP, with backing of 3mm thk. opal white PET-G sheets. All joints in the cladding of the Monolith to be made completely waterproof to IP 65 grade by means of appropriate details including profile overlaps, neoprene weather seals / gaskets and application of proper sealing medium (Silicone sealants) etc. Prepration of sign-specific artworks, shop-drawings and design + structural certification of foundation, sub-frame and final assembly in supplier / implementation agency's scope. Implementation to proceed only on the basis of certified shop drawings duly approved by Design Consultant.

Supply, fabricate, erect, grout in position, connect data and power - as per drawings & artworks. Overall size of signage 2575 high X 1050wide X 150 thick; dual sided unit. Frame in MS angle/channel/box section construction. Exterior to be clad with Aluminium Composite Panels including Aluminium support framing and silicon sealants etc. including translucent, openable backlit panel (with secure locking mechanism) in Polycarbonate in recessed Stainless Steel angle frame. Providing RCC foundation for the vertical structure members as per design complete including integration of sleeves/ holding-down bolts etc. as per design of grade M-25 with sandstone cladding on base. Logos and facility information to be backlit with LEDs strip. Symbols and lettering to be routed out in ACP, with backing of 3mm thk. opal white PET-G sheets. All joints in the cladding of the sign to be made completely waterproof to IP 65 grade by means of appropriate details including profile overlaps, neoprene weather seals / gaskets and application of proper sealing medium (Silicone sealants) etc. Prepration of sign-specific artworks, shop-drawings and design + structural certification of foundation, sub-frame and final assembly in supplier / implementation agency's scope. Implementation to proceed only on the basis of certified shop drawings duly approved by Design Consultant.

HORTICULTURE AND LANDSCAPING

Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing off by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure)

Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)

Supplying and stacking at site dump manure from approved source including carriage complete (manure measured in stacks will be reduced by 8% for payment)

Screened through sieve of I.S. designation 4.75 mm

Rough dressing of the trenched ground including breaking clods.

Fine dressing of the ground

Mixing earth and sludge or manure in proportion specified or directed by officer in charge.

Spreading of sludge, dump manure or/and good earth in required thickness as per directions of officer in-charge (cost of sludge, dump manure or/and good earth to be paid separately)

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 part of stacked volume of earth after reduction by 20% :1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish & surplus earth, if any with all leads & lifts (cost of sludge, manure or extra good earth, if needed, to be paid for separately)

Holes 90 cm dia& 90 cm deep

7.14.3 Holes 60 cm dia& 60 cm deep

Providing and fixing M.S tree guard 50 cm square in plan, height 1.40 meter above ground level and 0.50 meter below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x5 mm, 1.9 m long, one at each corner and 8 nos flat iron of size 25x5 mm, 1.4 m long. The vertical members shall be welded to 4 nos. 25x6 mm M.S flats placed horizontally around the vertical members of the cage. One name plate of 1 mm thick M.S sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/PWD/any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer complete in all respect.

Providing and stacking of Pinus longifolia (Pinus)vail , Chinar, Sweet Winter, Willlow, cuprous , logas kuniya, spairiya, keras japan , forusphia, queens japan standing rose , st rose, abiliya , Hamilayan charee, serinanga of height

Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy plant in full bloom 75 to 90 cm ht.

Preparation of mounds of various size and shape by available excavated/supplied earth in layers not exceeding20 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

Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in swale and landscape area in the required thickness for all leads and lifts all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 10 cm, in swale and landscape area in the required thickness for all leads and lifts all complete as per direction of Engineer-in-charge.

ELECTRICAL WORK

Exterior LT Panel : Supply installation, testing & commissioning of IP66 LT panel suitable for 415 V, 3 phase 4 wire 50 Hz AC supply system, RYB LED indicators, VAF digital metering. Cable entry and outgoing are only with suitable sizes of screw less glands, including with all accessories copper bus bar, din rails, earth links, neutral links, glands, locks, connectors, operation complete with all respects. (as per the SLD attached no. LUC/S.S.C/SLD/T2F).

Cubical : Supplying and erecting IP66 Box opaque lid fastener for tool operation sealable box walls without knockouts external brackets for wall fixing included, colour: grey, RAL 7035, material: PC (polycarbonate) mounting plate, glands and complete with all required accessories and hardware to complete the job in all resepcts, Built in dimensions W 600 x H 600 x D 300 (Tolerance ± 10%) material: PC (polycarbonate), impact strength IK 09 (10 Joule), in accordance with IEC 62208:2011

Supplying and erecting bus bar chamber triple pole with neutral with four copper bars, 500V, 100A complete

Supplying, erecting & marking FPMCB 40A to 63A B series

Supplying, erecting & marking TPN MCB 6A to 32A, B series in

Supplying, erecting & marking SPN MCB 6A to 32A, B series (for lighting)

Supplying, installation & marking of surge arrestor / surge protection device at the main distribution board after the incoming breaker of type 1+2 tested for Imax 100 kA for three phase and neutral

Supplying & erecting single phase 2 wire system having in built astronomical adjustable programmable timer with minimum 5 years battery backup, 2 pole contactor upto 60 A, with maintenance mode to switch ON

Termination Junction box : Supply, installation, testing and commissioning of the PC (Polycarbonate) Termination junction box (IP66), terminal with 2 clamping units per pole 5-pole per pole, 4 x 4 mm² r / f, included cable entry: 3 x ESM 40, sealing range Ø 17-30 mm with one cable entries M 32 from the rear side lid fasteners sealable without accessories external brackets for wall fixing included colour: grey, RAL 7035, rated insulation voltage Ui = 690 V a.c./d.c., in accordance with IEC 60670-22, Incoming - 1 no. 4 core 4.0/2.5 sq mm copper armoured cable Outgoing - 2 nos. 3 core 2.5/1.5 sq mm copper armoured cable. Built in dimensions W 210 x H 155 x D 92 (Tolerance ± 10%) material: PC (polycarbonate), impact strength IK 09 (10 Joule), in accordance with IEC 62208:2011

Empty encloser for led driver : Supply installation testing & commisioning of Empty box (IP66) with installation equipment on DIN rails or mounting plates (order separately) with opaque lid fastener for tool operation sealable box walls without knockouts external brackets for wall fixing included, colour: grey, RAL 7035, material: PC (polycarbonate) mounting plate, glands and complete with all required accessories and hardware to complete the job in all resepcts. Built in dimensions W 170 x H 220 x D 96 (Tolerance ± 10%) material: PC (polycarbonate), impact strength IK 09 (10 Joule), in accordance with IEC 62208:2011

Supply installation testing & commisioning of Empty box (IP66) with installation equipment on DIN rails or mounting plates (order separately) with opaque lid fastener for tool operation sealable box walls without knockouts external brackets for wall fixing included, colour: grey, RAL 7035, material: PC (polycarbonate) mounting plate, glands and complete with all required accessories and hardware to complete the job in all resepcts. built in dimensions W 215 x H 320 x D 106 (Tolerance ± 10%) material: PC (polycarbonate), impact strength IK 09 (10 Joule), in accordance with IEC 62208:2011

Cable : Supplying, erecting & terminating XLPE armoured cable 1100 V. 4 core 16 sq. mm. copper conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe

Supplying, erecting & terminating XLPE armoured cable 1100 V. 4 core 4 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe

Supplying, erecting & terminating XLPE armoured cable 1100 V. 3 core 2.5 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe

Supplying, erecting & terminating XLPE armoured cable 1100 V. 2 core 2.5 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe

GI Conduit : Supplying & erecting G.I. pipe ‘A’ class 40 mm dia. Erected for enclosing XLPE armoured cable on wall/pole

Earthing System : Supply, Installation, Testing and commissioning of maintenance free earthing comprising of Electrode of 17.2 mm diameter Low Carbon Steel with 250 micron molecular copper bonded earthing rod of Length 3m along with 25kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete.

Exterior Luminaires : Supply installation testing & commissioning of exterior rated posttop of system lumen output should not be less than 2000 lumen (Tolerance ±15%), the power consumption should not be more than 50 watts, 360° symmetrical optics, CCT 3000K. Single piece with circular shaped plant made of die cast aluminum using pressure die-casting process,with a decorative Top luminaire which is also made of die cast aluminum using pressure die-casting process, fixed on the top.Auxiliary and optical compartment can be accessed by tilting the top frame. Bottom frame in single piece, made of die cast aluminum using pressure die-casting process with a three curved uprights decorated which is also made of die cast aluminum using pressure die-casting process, fixed at the bottom with a hole (28 mm) for fixing to support. Frosted Screen made of polymethylmethacrylate (PMMA) moulded in a single piece using Injection moulding process. Screen's Impact resistance: IK06. Pure polyester powder coating in the same color as of the pole/as per the lighting consultant. Optical Compartment IP Rating - IP 66. Height – 800mm, Dia. - 400mm, Colour Rendering Index: Ra > 70. Electronic Power Supply for LED Module, which offers Protection against Short Circuit, Over- Voltage & Over- Current, with in-built surge protection upto 4kv(an additional surge protection device of 10kV also provided in-built the fixture). Modular (2 X 2) refractive lens in PMMA with Type-II/III/IV photometric distribution options. protection screen in extra-clear tempered glass with impact resistance IK 08.LM80 (All the technical parameters of luminaire need approval from lighting designer)

Supply installation testing & commissioning of exterior rated flood light IP66, (as per application). System lumen output should not be less than 500 lumen with snoot (Tolerance ±15%), The power consumption should not be more than 10 watts, 30° beam angle with tolerance of ±15%, CCT 2700K. The housing material should be extruded aluminum, powder-coated finish, luminaire body color should be anthracite gray where luminaire is to be installed with anti-aging and anti-UV high optical efficiency PMMA lenses, Clear tempered glass cover. It should have CRI>80, SDCM≤4. The driver should be included non dimmable with PF>0.9 & THD<20%. Leader cables, jumper cables, IP66 connectors are inclusive. Minimum IK06. Operating temperature should be of -20°C to 50°C range. Lifetime of luminaire (L70 @ Ta-35deg C) should be at least 50,000 burning hours. Luminaire should have corrosion resistance with self declaration of ASTM B117 for 500 hours of salt spray test. All mounting accessories shall be stainless steel (Minimum -316) for all lighting fixtures. The luminaire should be BIS certified. This includes all the required hardware for successful operation of the luminaire. (All the technical parameters of luminaire need approval from lighting designer)

Supply installation testing & commissioning of exterior rated of modern heritage pathway/Street luminaire, integral model, totally weather proof aesthetically contoured. Bracket is artistically designed for hanging flower pot. Improved long lasting protection against ingress of dust / moisture / insects inside optical compartment with top opening facility for maintenance. Streamlined aerodynamic profile for lesser resistance. Luminaire comprises of specially contoured spun aluminium body. The ingress protection is IP65 and Impact resistance is IK08. Non yellowing UV stabilised convex type acrylic diffuser. Luminaire dimension is A9 : Ø634 x 618, A11 : Ø634 x 412, A12 : Ø634 x 610mm. Suitable for mounting to internally threaded pipe of designation M30. Supplied with wattage of should not be more than 70W. The value shall not exceed junction temperature Tj 85°C, Luminaire body temperature should not exceed 30°C, CRI >70, CCT 3000K , life span of L70 / B10 @ 60000 Hrs, SDCM ≤ 3, Type III light distribution, Operating Temperature of the luminaire is -15°C~ 50°C, Input Voltage 240V ac at 50-60Hz frequency, Operating voltage 100-277V ac with cut-off protection and self restart feature in case of over / under voltage and phase to phase voltage, driver efficiency > 85%, Power factor >0.9, THD <10%, CE and BIS. This includes all the required hardware for successful operation of the luminaire. (All the technical parameters of luminaire need approval from lighting designer)

Supply and erection of Cast Iron Lighting Pole of 9000mm Height suitable for mounting suspended type lighting fixture, Cast Iron made of ASTM A48 Class 25. All pole sections are welded using special v groove technique by certified welders using high end MIG welding processes. Built-in control box with cast aluminium service door and safety rope.The perfect pole extends from the square base plate of MS (grade E250) of size 280mmx280mm, 16mm thick and facilitated with 4 elongated slots 48mm x 24mm at PCD 230mm to suit the 500mm, J-type, M20 bolts (Grade 4.6) suitable to mount on concrete foundation. The cable entry hole Ø70mm is provided at the centre of the baseplate. Pole is artistically designed with double arm brackets to mounting lighting fixtures and with provision of 2 arm to mount flower pots. A base compartment for weather proof control box is provided at a height 300mm above the base plate with Cast Iron door is contoured to the shape of the pole. housing the gear tray, pre wired with 2.5 Sq.mm cable, Siemens/Anchor make MCB, terminal connectors for loop in loop out arrangement. The surface preparation of the pole & components shall be done by shot blasting which is environmentally safe eliminating the chemical and acid use and ensuring the thorough removal of impurities like, rust, oxides and other unwanted particles from the surface for high standard coating. The surface finish of the pole shall be Zinc rich primer coat & pure polyester powder coating providing 60 Microns DFT grey color. Pole must be connected to earthing.

Supply and erection of 5000mm high decorative pole made out MS Pipe Ø76.1mm confirming to YSt 210 and facilitating the luminaire mounting at the top. The pole shall be surface mounted on a concrete foundation. The base plate of the of the pole shall be E 250 grade MS 200 mm x 200mm, 12mm thick confirming to IS2062:2011 shall be facilitated with elongated slots to suit the 300mm, J-type, M16 bolts, Grade 4.6 that shall be provided with suitable nuts and plain washers. The structurally sound pole emerging out of the base plate shall be architecturally designed with a decorative cast aluminium causeway base cover minimum Ø330mm x 500mm (H), above which the leaf decoration cast aluminium structure Ø 150mm is aesthetically positioned. Mounted flower pot. The grade of pressure diecast material shall be ADC12. A GDC embellishment is provided at appropriate height enhancing the decorative outlook of the pole. The grade of gravity die cast material shall be LM6. The Pole welding shall be done with certified welders using a V groove technique with a high end MIG welding process. A base compartment with a die cast aluminium door contoured to the poles's shape housing the gear tray, prewired with 2 way connector. The surface preparation of the pole & components shall be done by shot blasting which is environmentally safe eliminating the chemical and acid use and ensuring the thoroughremoval of impuritise like, rust, oxides and other unwanted particles from the suface for high standard coating. The surface finish of the pole shall be Zinch rich primer coat & pure polyester powder coating or epoxy zinc phosphate primer followed by the environmentally stable Polyurethane based paint. Pole must be connected to earthing. (All the technical parameters of luminaire need approval from lighting designer)

M M SHAWL ENGINEER AND CONTRACTORS PVT LTD

Hassan Road Construction Co Pvt Ltd