Empanelment of contractors for execution of urban road development, strengthening, beautification and 5 years maintenance under Municipal Corporation Amritsar.

Dismantling concrete

Reinforced cement concrete

Recovery of Steel

Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)

Cement concrete plain1:2:4 mix , H- (0.075+0.1)/2

Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications

Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, 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.

Dismantling metalling or dry brick ballast

Recovery of Dry Brick Ballast

Recovery of interlocking Tiles

Recovery of stone metal

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr.

Removal of unserviceable material LEAD UPTO 8 Km including loading with delivering the material at C&D plant.

Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications.

Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications

Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type Median ( kerb Stone)

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-

Top Layer:Top layer :----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source.

Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).

Third Layer :----- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).

Fourth Layer :----- Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry).

Bottom Layer :----- Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry).

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 Engineer-in-Charge.

Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications

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)

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

Cast in Situ Reinforced Cement Concrete M30 Central Verge

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications

Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Providing and Fixing of Permeable paver blocks with grass padding having compressive strength of at least 30 MPa and a water absorption rate below 6%. 60 mm in thickness. The paver units should include voids or honeycomb cells between 20% and 40% of their surface area to allow grass growth and infiltration, with the surface finished to be anti-skid and UV resistant. A geotextile separation layer (non-woven, 150–200 GSM) should be placed over the compacted subgrade to prevent migration of fine particles into the drainage layers. Edging restraints made of concrete, aluminum, or galvanized steel must be installed around the perimeter to prevent lateral movement of the pavers during loading.For grass padding, the voids within the paver block structure should be filled with a soil mix composed of 70% coarse sand, 20% topsoil, and 10% organic compost to ensure high permeability and proper grass root development. Turf or grass seed (such as Bermuda, Zoysia, or hardy local varieties) should be planted within the cells, ensuring the soil is lightly compacted to avoid settlement. The filled cells should be irrigated regularly for the first 2–4 weeks until the grass is fully established, and a slow-release fertilizer may be applied to improve growth. Adequate drainage must be maintained around the installation site, with slope gradients of 1–2% to avoid prolonged ponding while still enabling infiltration. The overall system should be capable of achieving an infiltration rate of at least 100–300 mm/hr depending on aggregate gradation and soil conditions, ensuring compliance with stormwater

Re-laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge.

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarsesand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Construction of un-reinforced M-30 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement with Fly ash (subject to maximum 25% of cement content) of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per clause 602 of MORT&H 5th Revision

Extra for Carriage of Material beyond 5 kms

Coarse Sand for 01:04:08

Crusher 25 mm to 12.5 mm for 01:04:08

Crusher 25 mm to 12.5 mm for M-30

Total Quanity

Coarse Sand for M-30

Providing and fixing pair of Plastic dustbins 100 litre volume each, of two different colours, for dry and wet waste, made of virgin plastic to be mounted on MS rectangular hollow section 50 x 25 x 3 mm frames pivoted on 3 MS square hollow section verticals, 1 m above ground, one 35 cm RHS welded to each vertical member at base and grouted in 180 x 40 x 30 cm 1:2:4 cement concrete.

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications

Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications

Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or 30/40 @10.2%, fine aggregates, coarse aggregates, lime filler @ 17.92% of total mix, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surface is not less than 100 degree C, protruding 1 mm to 4 mm over mastic surface complete as per technical clause 516 of MORT&H specifications.

Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012

Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .

Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .

Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Mandatory sign board 600mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .

Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Informatory sign board 600x600mm square as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. with retro reflective high intensity Microprismatic grade sheeting fixed over 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .

Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012

Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Advance Direction sign board 900x900mm square as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications . Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .

Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Definition Plate 600x200mm rectangular as per as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications. Fixed over 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame welded with vertical post of sign board complete as per clause 801 of MORT&Hspecifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012

Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Direction/Diversion Plate 900x300mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame fixed in position complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .

Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications

Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Overhead sign board 9000x1500mm simply supported type double sided as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kgper mtr as vertical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .

Using high intensity Microprismatic grade retroreflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012

Excavation of trenches in a Streets, Lanes or in Open Area for Storm Sewers and Manholes to Full Depths as Shown in Drawings,excluding Shoring, Timbering of Poling Board Frame System Type, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines.night signals, profiles, Pegs, Sight rails, boning rods, crossing over trenches for access to the houses, watching, fencing etc., fixing and maintenance of caution boards, refilling ramming and restoration of surface to original conditions and removal of Surplus Spoil from the Site of Works, for all Works other than connections to Ventilating Shafts upto a Lead of 15 mtr

For depth not exceeding 2 m. below Ground level All classes of soil except rocky

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber jointandcuttingof reinforcedcement concrete spigot and socketed pipes and specialswithrubber ring ISImarekdasper IS code IS458-2003 into trenches for all depths and layingout the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigidmanner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed.Thepipesshall rest on thebeds atall jointsthroughtheir lengthsandfixingof rubber ring, facing, testing the pipes for leakageandmakinggoodthesame leakage andalldefectstotheentiresatisfactionof the Engineer-in-charge including all cartage etc.

200mm o/d pipe

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the

Single Road Gully chamber Size 610mm x 457mm x 800mm

Excavation of trenches with straight or open cutting in a Streets, Lanes or in Open Area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewer and manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering , provision for diversion for traffic , protection of existing services i. e telephone cables, electrical lines, water supply lines and Gas lines etc, providing and fixing of night signals, profiles,Pegs, Sight rails, boning rods, watching, etc fixing and maintainance of caution boards, fencing, refilling trenches, watering , ramming and restoration of surface to original conditions and removal of Surplus Spoil from the Site of Works upto one chain 15m complete in all respect.

for depth exceeding 3.0 meter but not exceeding 4.5m B.G.L For all classes of soil except rocky

Cement Concrete 1:8:16 with 40mm gauge stone aggregate using concrete mixer volumetric type .

First class burnt brick work laid in cement sand mortar 1:4 in foundation and up to plinth level.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Reinforced cement concrete M-25 machenically batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Reinforced cement concrete M-25 machenically batch mixed using batch type concrete mixer as per IS-1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

12.5mm thk cement plaster 1:4

Cement rendering on plaster 1mm thick

12.5mm thk cement plaster 1:4

Providing, Lowering, jointing and cutting of Plain and Reinforced Cement Concrete spigot and socketed Pipes and Specials with rubber ring ISI marekd as per IS code IS 458-2003 into Trenches for all Depths and Laying out the same to correct alignment, gradients, levels etc. including all dressing and trimming and cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, they shall be grouted in where necessary including jointing the socketed pipe with cement sand mortar 1:1 after stretching and fixing of rubber ring, facing, troweling and finishing the joints at an angle of 45 degree, keeping the joint covered and wetted till the same are cured, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.

RCC pipes class NP3 300mm i/d pipes

Providing & fixing 560mm, 500mm and 450mm internal Diametre circular or 455 mm x 610mm clear inside opening rectangular cast iron manhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M20 ) around the frame etc.Dia of steel for lifting hook is 16mm. (for EHD and HD)

560mm id R.C.C Manhole Cover with frame Heavy Duty

Providing and placing in horizontal layers filtering mei/d screened,washed and cleaned as described below.

Top layer : Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source. Top Layer, Fine sand

Second Layer :- Coursed sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry). Second Layer, Coarse sand

Third Layer :----- Bajri screened,cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry). Third Layer, Bajri (6-20mm)

Fourth Layer : Bajri (Coursed) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry). Fourth Layer, Bajri Coursed (20-25mm)

Bottom Layer : Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry). Bottom Layer, Broken stone 50-75mm

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and lacing in position complete Slab @ 80kg/m3

Boring with casing pipe for tubewell in all soil expect ordinary hard rock required blasting including removing the casing pipe after the tubewell is lowered & tested, equipment as required such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect.

Boring with 250mm id Housing pipe upto 150m deep BGL.

Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (Supreme, Finolex, Jain Irrigation make)

150mm nominal size dia

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (Supreme, Finolex, Jain Irrigation make).

150mm nominal size dia

Supplying of gravel of 1/16" to 1/8" sizes including pipes assembly and the bore. The gravel should be free from dust , dirt or the vegetable manner as per IS 4097/1967 with latest amendments. Note Rate includes loading and unloading the carriage from quarry will be paid extra as per actual.

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

Supply and Fixing of M.S. pipe Bail plug suitable for 200mm dia UPVC casing pipe having thickness of socket as 12mm , length 100mm & base plate of 8mm thick complete in all respect.

Providing & Fixing of 10 guage welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beeding complete in all respect including painting two coats with Synthetic Enamel Paint and Priming coat.

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Removal of malba lead upto 8 Km , Malba has to be lifted and deposited at the C&D plant (No payment will be made without receipt of material to the contractor)

Cement concrete 1:8:16

With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4

With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete

Structural steel work in compound girders or Stanchions built up from two or more R.S. joists or channel section or plates & angles etc. including cutting and fixing all lattice bars, stiffeners, gusset plates, bolts, nuts, rivets, welding rod, etc. complete with flange plates, heads, sole plates, angle connections, etc. with hoisting and erecting in position

Providing and laying Mat 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

Supply , Installation , Testing and Commissioning (SITC) of Tensile Fabirc Serge Ferrari GSM 700 including two Coats of Duco Paint over One Coat of Epoxy Primer complete in all aspects as desired by the Engineer in charge.

Precast Cement Concrete Kerb

Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications

Supply,Installation,Testing & Commissioning (SITC) of Bus shelterStainless Steel Bus shelter size 5500mm X 2100mm X 2200mm (Steel grade 304). Back pillar having size 219mm X 3mm and side vertical pillar having size 110mm X 3mm of circular steel hollow section are provided. Inner back panel of size 12’ X4’ , acrylic sheet of 3mm/4mm thick framed with pipe of size 100 X 50mm. Side advertisement panel of size 5’ X 3’ , acrylic sheet of 3mm thick framed with 50 X 50 X 3mm angle where angle is connected to the outer solid structure frame of size 100 X 50mm. For roof 12mm thick polycarbonate sheet put on the skeleton of centre member pipe size 75mm dia. and vertical member of 100 X 50mm rectangular hollow section. Roof and structure connected with 8mm thick plate.Seating – SS Pipe 50 X 25mm (10’ length) connect with 140mm dia. pipe. To hold the vertical steel posts 300 X 300 X 10mm base plate connected with 750mm X 16mm anchor bolts.

Supply, and installation of cast iron decorative Bollards having height of 810mm & base 330mm, as shown in the enclosed drawing/picture. The design of the cast iron parts is clearly shown in the drawing.Mentioned dimensions are proposed dimensions, which may vary with actual measurements (Tolerance of ±5%). Material Specification: All this above parts made of cast iron castings must be of FG-150 grade as per IS 210 (2009) standard, Hardness must be in range between 130 BHN to180 BHN. Cast iron must have Chemical composition of Carbon -3.0% to 4.0% Silicon- 1.0% to 2.0%, magnesium -0.5% to 0.7%,sulpher -0.02% to 0.04% & phosphorous-0.07% to 0.09% this composition is best suitable for product strength & life. Finish: Color specification & finishing process must follow as per the ISI standard. All parts must be clean by SHOT blasting process. Further parts are painted in 4 layer coating(Coating thickness-125 to 150 micron) in which first layer with epoxy primer(to prevent corrosion),second layer with epoxy base colour, than third layer polyurethane (PU) metallic paint (Gold/Green/Copper/Silver) & final layer of polyurethane (PU) lacquer (to prevent ultra violets ray).

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.

Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexible wire with copper conductor cable (ISI marked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge:-

Overall size 2.5sq.mm (50/0.25mm), 2Core

Overall size 4.0sq.mm (84/0.3mm), 2Core

Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

Overall size 2.5sq.mm (50/0.25mm), 3Core

Overall size 6.0sq.mm (56/0.3mm), 3Core

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

Overall size 25sq.mm (3Core) Armoured (Loose)

Overall size 150sq.mm (3Core) Armoured (Loose)

Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size ofthimbles/lugs:-

MCB Single Pole 6-32amp. (10kA, Curve-C)

MCB Single Pole 40amp. (10kA, Curve-C)

MCB Double Pole 6-32amp. (10kA, Curve- C)

MCB Double Pole 40amp. (10kA, Curve-C)

Supply and erection of RCBO (Residual Current Breaker Overload) for Earth leakage, overload and short circuit protection suitable for 240/415 volts 50 cycles AC supply with breaking capacity of 10kA as per IEC 61009 in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

RCBO Double Pole 32amp., Sensitivity 100/300mA

RCBO Four Pole 40amp., Sensitivity 100mA

Supply and erection of sheet metal Iron Clad Changeover Switch on existing surface with G.I. bolts & nuts/rag bolts and nuts etc., according to the size of holes in the body of the switch including connections with suitable size of thimbles and bonding to the existing earth as per PWD General Specifications:-

IC Four Pole Changeover Switch 320amp., 415volts

Supply and erection of sheet metal busbar chamber (factory fabricated) duly powder coated on existing surface with required 4Nos. of tin plated copper busbar strips of suitable length and crosssectional area mounted on DMC/ SMC moulds at sufficient distance, enclosure made of M.S. sheet 1.6mm thick with hinged cover and lock, fitted with dust excluding gaskets and secured with sufficient no. of cadmium plated iron screws and of given overall dimensions and to be fixed with G.I. bolts and nuts/ rag bolts and nuts etc. complete with all accessories including connections with suitable size of thimbles, bonding to the existing earth and painting etc. asdesired by the Engineer-in-charge at site:-

Bus Bar Chamber 200amp., 415volts Overall Dimensions (780mm x 510mm x 215mm) nominal

Designing, Supply, Erection, Testing & commissioning of indoor Type LT cubical panel enclosure (dust, vermin and interchangeable modules with facilites for extensions or reduction as per the space or requirments). The Panel shall be suitable for operation at 415+6% Volts, 50HZ, 3 phase 4 wire & earth system. The assembly manufacturer should be ISO approved and CPRI tested for short circuit of (minimum 50kA) as well as IP degree of protection (IP 54/55). Fabrication:- Panel shall be made from 14/16 SWG CRCA sheet, conforming to IS 8623/1977-82. The sheet metal used for the fabrication of control panel will be 2mm for load bearing member’s door and fittings plates etc. the partitions and other non load bearing members will be fabricated out of 1.6mm sheet, the sheet will be of mild steel CRCA type. The base channel will be made out of 75 x 40 x 5mm rolled channel.

LT Panel enclosure having space for 1No. Incomer MCCB 400Amp. and 10Nos. outgoing MCCB's 40amp. to 160amp. according to the requirement at site (Approx. size 2025 x 1800 x 400mm)

Supply and erection of Single phase copper wound Automatic voltage stablizer of suitable capacity electronically controlled circuit with input voltage 140-260 volts single phase AC supply and output voltage 220 ± 5% volts single phase AC supply having main silicon core copper wound step up transformer with suitable nos. of turns on primary side and secondary side the transformer should be fully insulated inside the MS sheet box of suitable size. There should be power control relay and single pole MCB (C-curve, 10kA) of suitable capacity complete with internal copper wiring along with amp. meter and volt meter, high voltage cut off 280 volt input (240 volt output) and 90 volt maximum boost and overloading protection to be provided:-

Automatic Voltage Stablizer 5 KVA

Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1mtr. below ground level including excavation placing the pipe in position and back filling with

Double Walled Corrugated HDPE Pipe 63/ 51mm (Outer/ Inner dia.)

Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.)

Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).

Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14Metre in length)

Earthing with 8 SWG (4mm dia.) electrolytic copper wire thimbled (1No. copper thimble with suitable size steel bolt, washers & double nut) with 30cm x 60cm x 2mm thick copper plate (made cylindrical) burried below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the copper wire run through 20mm dia. G.I. pipe (A-Class) recessed in wall and in floor etc., up to suitable Length in metre (including bore Length). G.I. pipe 20mm dia. (A-class) of suitable Length should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:-

Earthing with 8 SWG (4mm dia.) copper wire thimbled with 30cm x 60cm x 2mm thick copper plate burried 10.50 metre (34.44 feet) below ground level (up to 14metre in Length) with G.I. pipe 20mm dia. (A-class), 9metre long

Supply and erection of Sheet metal cubical pedestal made from 50mmx50mmx6mm thick MS angle iron frame with 5 sides welded & covered with MS sheet 2mm thick & front side hinged with 4" hinges & locking system with single/ double door openable placed on MS strip of size 12.5mm x 2.5mm thick welded with MS sheet, 4Nos. legs of 50mmx50mmx6mm thick MS angle iron each of 600mm long with MS sheet 100mmx100mmx6mm thick at the bottom end of the legs. Front door welded x-sectionally with MS flat 25mmx5mm. The front side with MS sheet each 75mm wide & a bend of 75mm width outwards & inwards on all sides with tappered top 200mm high and pedestal with 4 Nos. supporting members each of MS flat 50mmx6mm thick according to cubical size duly welded & complete pedestal to be painted with 1 coat of red oxide & 2 coats of paint & bonding to the existing earth. The Pedestal platform should be filled with 1:2:4 cement concrete mixture and erected 150mm high from the top of the cement concrete platform. The job is to be completed as approved by Engineer-in-charge:-

Cubical Size 1200mm high, 1000mm wide and 500mm deep with platform dimensions 1100mm x 600mm x 450mm

Supply, Installation,Testing and Commissioning of Glow Tree luminous elements are engineered to enhance spatial aesthetics while delivering subtle, ambient illumination that transforms environments after dark, Glow elements create visual rhythm, guide movement, and evoke emotionthrough light.Operating Voltage : DC 24V,Branch size : 1.6*0.35*0.35,Shell Material : PE for Flower,IP Rating : IP67,Pole size: : 1.8*0.5*0.4,Delivered Output : 150W,Working Hours : >50000H,Colour Temperature : 3000K,Working Temperature : 5°C to 50 °C,Life Span : ＞50000 Hours60W

Supply, Installation,Testing and Commissioning ofTri Color Profile pole with cylindrical dimensions of 100 mm diameter and 3000 mm height, fabricated from high-grade acrylic material Operating Voltage : DC 24V,Dimension:- Dia 100mm X H 3000 mm,Shell Material : Acrylic,IP Rating : IP67,Delivered Output : 150W,Working Hours : >50000H,Colour Temperature : 3000K,Working Temperature : 5°C to 50 °C,Life Span : ＞50000 Hours60W

Supply and installation , Testing and Commissioning of outdoor LED Screen P4 of size full color Brightness of 850cd/m2 , viewing angel 170 Degree Horizontal , 160 Degree Vertical, Pixel Pitch 18.55mm , Best view Distance 10m-200m IP68 rating: Ensures the screen is protected from dust and water jets from any direction, making it suitable for outdoor use. .Operating temperature: A wide range, such as -20 C to +55 C, is necessary to withstand extreme outdoor temperatures.Corrosion resistance: built with materials like magnesium for lightweight and weather-resistant cabinets.Anti-reflection: Specialized coatings and high brightness are used to prevent glare and ensure visibility in direct sunlight. Connectivity: Wi-Fi, USB, and LAN are common for connecting to a PC to update content complete in all aspects

Supply and erection of M.S. Junction box of suitable size made from M.S. Sheet 16 SWG (1.60mm thick). Junction box should have one locking arrangement and 2 nos. hinges on front side. It should have 1 No. Brass terminal connecting strip, 1 No. Kit kat 16 Amp/240 Volts along with M.S. Flat 20mm x 2mm clamp with nuts and bolts for fixing on the pole. The junction box should be painted with one coat of good quality primer and twocoats of post office red enamel paint inside and outside complete in all respect:

M.S. Junction Box 300mm x 200mm x 100mm

Street Light Controller (For Three Single Phase Circuits) with 3 Nos. Three Pole Power Contactors 40A, 1 no. aux. contactor 6 amp. (2NO+2NC) with coil voltage 220V AC, 3 Nos. MCB 2 Pole 40amp. (CCurve,10kA) & petty material (Din rail, 2 Nos. 4 pole bakelite terminal strip 63A/440V AC, required nut bolts)

Providing Control Room connected smart Vehicle Management System at 4 Road Crossing with Pedestrian Management System at Amritsar with following specification. "S/E of Intelligent Motherboard Controller with inbuilt GSM connectivity to control room and facility for Vehicle actuation and Area Control Connectivity for Vehicle Management. The detailed specifications of the controller are as below: - HARDWARE Memory: NOVRAM with built in battery backup System clock: Calendar clock (RTC) with minimum 5 yearsBattery back-up clock Accuracy of Programming (1 sec per week Programming Facility Through External Engineering Android/iPhone Application)GSM Connectivity: All important parameters such as Programs, Timings, Vehicle Actuation parameters etc shall be transferred from Central Control ComputerFEATURESNumber of signals Minimum 16 signals group should be programmable as either vehicular or pedestrian groups. Additional Programmable dummy groups as desirable.Number of stages: 16 stagesOutputs: The Motherboard should have Connector to connect further to the Sub Control UnitVehicle Actuation: RS232/RS485/DI ports should be provided for communication with sensors and inbuilt software should be provided for

"LED SIGNAL HEAD ASSEMBLY: - Supply and erection of IP-65 Approved One Aspect Signal Head LED Light Assembly of Keltron/RRE/Bel/Siemens Make only of 300mm dia fabricated from polycarbonate materials die moulded Complete in all respects of nominal size 380 X 350mm complete in all respect with LED type traffic signals glasses. The visor shall be fabricated from UV Stabilised HDPE Materials of length min 254 mm depth and tilted 50 along the geometrix axis from the back side to front end asper IS7537- 1974 and the assemblies shall have provision for mounting of pole to permit directional adjustments. The lenses of red, amber or green colour shall be fabricated from 5mm dia LED’s of light intensity of minimum 5000 mcd and the electronic switching circuit wired on printed circuit board of epoxy material with transparent covering glass of polycarbonate materials. LED Viewing Angle should be 23 degree with max. Forward Current as 20 mA & lamp shall be visible from 400m under normal atmospheric conditions (Conforming to IEC60529)a) Glass with a minimum of 190 LED’s of Red/Amber colour. (24 number for 4 arm signal)b) Glass with a minimum of 66 LED’s of Green colour in Arrow/Walking Man shape. (44 for 4 arm signal)c) Glass with a minimum of 66 LED’s of Red colour in standing man shape. (8 for 4 arm signal)

CANTILEVER POLE:-Supply and erection of steel tubular pole 8.70mtr long and in two steps - bottom portion MS Pipe B class ISI mark 3mtr long 150mm dia and top portion MS pipe B class ISI mark gauge 6mtr long of 125mm dia with provision for the erection of bracket fabricated from 50mmdia M.S. pipe of A class upto 3mtr long, P type arm suitable for fixing of traffic lights and a 200mm dia round M.S. plate of 6mm thickness to be provided at the bottom of the pole. The pole will be erected 1.5mtr below ground level with 1:3:6 cement concrete mixture. The joining of the pole will be done so as to provide maximum supports to the joints including the cost of the all labour and material required for the job. The pole will also be provided with suitable reinforced plastic pole top for the safety of cables etc. The mounting arrangement of the lanterns should be made in such a way that signal heads can be adjusted as per required direction of the site. (4 numbers for 4 arm junction)

Supply and erection of double walled corrugated pipe made of high-density polyethylene (HDPE) materials to be laid 1mtr below ground level including excavation etc as per CSR Item 33.37a) 78/63mm (OD/ID- 80 meter),b) 63/51 mm (OD/ID- 50 meter)

Laying of HDPE pipe through trenchless boring under road atleast 90cm below ground level or machine cut 100mmX100mmX100mm including digging pits and refilling the same after laying of pipes and bringing the surface to original finish complete in all respects. (80 meters approx.)

Supply and erection on PVC underground copper conductor 1.5mm Sq. mm size armoured cable suitable for A.T.C. signals 660/1100 volts conforming to ISS 1554-1998 laid in existing pipe or in trench including cost of labour material required for the job.( Note: Test certificate of original cable manufacturers along with supply details shall be required to be submitted before taking up the installation work at site.)a) 14 core (loose in pipe- 270 meter)b) 8 core (loose in pipe- 150 meter)

Supply and erection of 2 Nos. X 12V 100Amp-Hr Power safe Exide Make Sealed Maintenance free Battery Model EP-100- 12 complete in all respects with connecting terminals etc. The Batteries should be mounted in existing Panels/MS Boxes and duly provided with special arrangement so as to prevent thefts.

Supply and erection of Heavy Duty 24V cum 12V DC Rectifier of upto 20Ampere Capacity for extra charging of 24V DC 300AH Batteries complete in all respects.

Supply & Erection of MS Pedestal box of approximate size 900 X 600 X 600mm (Nominal) fabricated from 1.6mm thick MS sheet and required supporting members of MS angle iron/ MS Flat duly painted & with separate compartments for batteries & Control System etc. Facility for theft proof installation of Batteries shall also be provided in the pedestal. The pedestal box should have 4 legs 70cm long of 35 x35x 5mm angles iron and grouted 30 cm below ground level in cement concrete mixture complete in all respects with provision for cable entry etc.

Supply and erection of Industrial Grade Intelligent 1400W Battery Charger Systems provided with intelligent float charging circuit for 2Nos. 12V150 AH batteries and 1 no. 12 volt 26 AH batteries controller units. The system shall be provided with low/high voltage cut arrangement so as to ensure that in the event of continuous power failure, the batteries do not get deep discharged/ over charged. The charger shall be fabricated from weather resistant heavy-duty Power Diodes, Switching FETs/Transistors assembled on Aluminium Heat Sink units, charging circuits and metering to show Voltage levels etc. The Charger should also have integrated 12V Charging System. The system shall be housed in existing box. The cost shall include required wiring of the same. (Battery Charger of PRO/APLAB/ RRE / ELAK/ ABB MAKES ONLY)

Supply and erection of MS Pole 100mm dia A Class ISI Mark 6.1m long duly welded for traffic signal head assemblies as requirement at site. The pole should be painted with primer red oxide and two coats of golden yellow synthetic enamel paint. The pole is to be erected 1.00m below ground level in 1:3:6 cement concrete mixture. The provision for cable entry should also be made complete in all respects with all labour and material required for the job including welding of 23 x 23x 5mm M.S. Plate at the bottom and erection of the same in 1:3:6 cement concrete foundation. The pole top canopy fabricated from Reinforced Fibber Plastics in White Colour shall be mounted on the Top of the pole. The pipe shall be of Tata, Jindal or Swastik makes only. (12 numbers)

Supply, erection of Microprocessor based Down Counter Timer for ATC Signals to depict the timings of Red, Straight Green or Side Green timings independently. The down counters of approx. size 18”x20” fabricated from Reinforced Plastic with 14” long hood having 2½ digits of 8½” height & 4” width with 30 led’s per segment and approximately 200 LED per digit. LED should be of 5 mm dia and 5000 mCd total no. of LED should be approx.500. The cost includes wires from lights/ sub controller units to Down Counter Timer. (4 numbers)

Supply & laying of PVC Insulated PVC Sheathed Aluminium twin core working voltage 1100V armoured and served cable as per CSR item 33.10(B(ii)- 80 numbers)

Coverage of Operation & Maintenance for the period of 5 years

Supplying at site of work good quality top soil, free from debris and weeds, from approved site of work with 5 km lead.

Supplying of good earth/ soil-less media and/or organic matter, preparation of top dressing mixture or pot media

Mixture of cocopeat, vermiculite and perlite in ratio of 2:1:1, adding fertilizers to make potting media.

Site clearance

Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kinds of soil.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material, disposal of unserviceable material and filling in pits and repressions - Beyond 30 cm girth up to and including 60 cm girth.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material, disposal of unserviceable material and filling in pits and repressions - Beyond 60 cm girth up to and including 120 cm girth.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material, disposal of unserviceable material and filling in pits and repressions - Beyond 120 cm girth up to and including 240 cm girth.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material, disposal of unserviceable material and filling in pits and repressions - Above 240 cm girth.

Fine grassing including uprooting rank vegetation and weeds by digging the area to a depth of 30 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growth after 10 to 15 days, mixing fertilizer and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, watering, weeding and maintenance for 30 days or till thick lawn is formed.

Maintenance of fine grass lawn for one year including fertilizer application, watering, weeding, top dressing with good earth and manure mixture, maintaining fine level, regular mowing and removal of rubbish with all lifts and leads.

Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control

Supplying and planting permanent trees in prepared pits and watering

Sapling not less than 2.5 meter height and 5 cm calliper

Planting specimen plants in prepared pits and watering

Maintenance of specimen plants for one year including, fertilization, application of insecticide, watering and weeding.

Maintenance of tree including fertilization, application of insecticide, watering, weeding, training, pruning, disposal of debris and other activities.

Maintenance of trees for the 1st year

Maintenance of trees for the 2nd year

Maintenance of trees for the 3rd year

Maintenance of trees for the 4th and 5th year (Cost per year)

Pruning, trimming, shaping of mature trees /shrubs (ht 15 feet and above) including removal of cut materials up to 50m lead.

Supplying and planting permanent shrubs in prepared pits and watering

Maintenance of shrubs for one year including training, pruning, fertilization, application of insecticide, watering and weeding.

Individual shrubs

Planting hedge including digging of trench 60 cm wide to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 30cm distance from plant to plant in two rows.

Maintenance of hedge plants for one year including application of FYM, fertilizer, insecticides, pruning and casualty replacement

Providing and Fixing of Corton Steel Sculpture (Small Size 2.2m high, 2mm thk C.S. sheet) with required foudation including all T&P, Labour, Cartage, Loading, Unloading Complete as Engineer-In-Charge.

Providing and Fixing Stainless steel (SS-316) Sculptures, Brush Finish ,Big Size 3m high of 2mm thk SS sheet/ 17 kg/sqm with required foundation Complete as per specifications & approval of Engineer-In-Charge.

Supply & laying of Circular Aluminium Conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination in combination with copper tape (0.3KA for 1sec.) cores laid up, FR PVC inner sheathed, galvanized steel strip armoured and overall FR PVC sheathed cable confirming to IS:7098 (Part-2), 2011 working voltage 11KV(E) grade to be laid loose in the existing trench or pipe:-

HT Cable Overall size 300sq.mm (3Core))

Supply & laying of Circular Aluminium Conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination in combination with copper tape (0.3KA for 1sec.) cores laid up, FR PVC inner sheathed, galvanized steel strip armoured and overall FR PVC sheathed cable confirming to IS:7098 (Part-2), 2011 working voltage 11KV(E) grade to be laid loose in the existing trench or pipe:-

HT Cable Overall size 150sq.mm (3Core)

Supply & laying of Circular Aluminium Conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination in combination with copper tape (0.3KA for 1sec.) cores laid up, FR PVC inner sheathed, galvanized steel strip armoured and overall FR PVC sheathed cable confirming to IS:7098 (Part-2), 2011 working voltage 11KV(E) grade to be laid 1.50 meter below ground level including excavation, sand cushioning, covering with sand & First class bricks and back filling the trench etc., of the required size:-

HT Cable Overall size 150sq.mm (3Core)

Supply & laying of Circular Aluminium Conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination in combination with copper tape (0.3KA for 1sec.) cores laid up, FR PVC inner sheathed, galvanized steel strip armoured and overall FR PVC sheathed cable confirming to IS:7098 (Part-2), 2011 working voltage 11KV(E) grade to be laid 1.50 meter below ground level including excavation, sand cushioning, covering with sand & First class bricks and back filling the trench etc., of the required size:-

HT Cable Overall size 300sq.mm (3Core)

Supply & laying of Circular Aluminium Conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination in combination with copper tape (0.3KA for 1sec.) cores laid up, FR PVC inner sheathed, galvanized steel strip armoured and overall FR PVC sheathed cable confirming to IS:7098 (Part-2), 2011 working voltage 11KV(E) grade to be laid 1.50 meter below ground level including excavation, sand cushioning, covering with sand & First class bricks and back filling the trench etc., of the required size:-

HT Cable Overall size 35sq.mm (3Core)

S/E of Heat shrinkable cable end termination for 11 KV /6.6 KV € XLPE Cables as approved & desired by Enginer in charge.

Heat Shrinkable for cable size 240-400 sq. mm (Outdoor Type)

S/E of Heat shrinkable cable end termination for 11 KV /6.6 KV € XLPE Cables as approved & desired by Enginer in charge.

Heat Shrinkable for cable size 240-300 sq. mm (Indoor Type)

S/E of Heat shrinkable cable end termination/ Straight through joint kit for 11 KVA /6.6 KV (E) XLPE Cables as approved & desired by Enginer in charge:-

Heat Shrinkable End Termination for cable size 120-185 sq. mm, 3Core (Outdoor Type)

S/E of Heat shrinkable cable end termination/ Straight through joint kit for 11 KVA /6.6 KV (E) XLPE Cables as approved & desired by Enginer in charge:-

Heat Shrinkable type Straight Through Joint Kit for cable size 120-185 sq. mm, 3Core

S/E of Heat shrinkable cable end termination/ Straight through joint kit for 11 KVA /6.6 KV (E) XLPE Cables as approved & desired by Enginer in charge:-

Heat Shrinkable type Straight Through Joint Kit for cable size 240-400 sq. mm, 3Core

Dismantling, carrying and depositing at PSEB stores Mohali, ACSR conductors/GI wires/Pin/Disc insulators and other material from poles to the entire satisfaction of engineer Incharge. The job includes safe dismantling of conductor and GI wires from poles, entire transportation, loading, unloading and all work as required to complete the job.

Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).

Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14Metre in length)

Earthing with 8 SWG (4mm dia.) electrolytic copper wire thimbled (1No. copper thimble with suitable size steel bolt, washers & double nut) with 30cm x 60cm x 2mm thick copper plate (made cylindrical) burried below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the copper wire run through 20mm dia. G.I. pipe (A-Class) recessed in wall and in floor etc., up to suitable Length in metre (including bore Length). G.I. pipe 20mm dia. (A-class) of suitable Length should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:-

Earthing with 8 SWG (4mm dia.) copper wire thimbled with 30cm x 60cm x 2mm thick copper plate burried 10.50 metre (34.44 feet) below ground level (up to 14metre in Length) with G.I. pipe 20mm dia. (A-class), 9metre long

Supply & erection of 11kV GO switch confirming to ISI specifications. The item includes supply and erection of operating pipe and handle arrangement of MS flat 50mm x 6mm and channels 75mm x 40mm sheet. The GO switch is to be fitted with locking arrangement so as it locks upward on 'ON' position and locks downward in 'OFF' position. The entire GO switch assembly/unit should be properly earthed and the job is to be completed as approved by Engineer-in-charge.

Supply and Erection of MS angle iron (Channel)/ MS Flats of suitable size with cutting, bending and necessary holes as desired by Engineer-in-charge at site:-

Supply and erection of 3-Stepped steel tubular swaged and welded pole (410-SPMpa) of suitable length confirming to IS: 2713- (PART-II)-1980 (Steel tubes confirming to IS: 1161-1979, UTS 42 kgf/ Sq.mm) to fix up to a required planting depth below ground level in a hole of excavation about 45 cm dia. and suitable depth to fill up to 15 cm below G/L with 1:2:4 cement concrete mixture including painting of pole with two coats of approved aluminium paint as required:-

Overall length 10 metre, with planting depth 1.8 metre, length of sections 5.20 metre, 2.4 metre and 2.4metre (Bottom, Middle and Top respectively), Outer dia and thickness of sections 165.1mm x 4.85mm, 139.7mm x 4.5mm and 114.3mm x 3.65mm (Bottom, Middle and Top respectively) with approximate weight 168 kg. (410 SP-44) base Plate weight 7.5 kg. of size 12mm thick about 30 cm dia.

Supply and erection of pre-stressed cement concrete pole of suitable length with a given planting depth confirming to IS-1678/ 1960/1978 below ground level in excavated pit of suitable dimensions complete in all respect as approved by Engineer-in-charge at site:-

PCC Pole Overall Length 9 metre, Planting depth 1.5 metre, W/L 200 kg.

PCC Pole Overall Length 11 metre, Planting depth 1.80 metre, W/L 400 kg

Supply and erection of insulators confirming to IS-2544 & 5350 (Test Certificates of CPRI) includes supply and erection of nuts bolts and other accessories whatsoever required at site for fixing it to the structure pole. The job is to be completed as approved by Engineer-in-charge:-

11kV Disc Insulator

Supply and erection of Stay Set consisiting of 19/20mm dia.of suitable length G.I. stay rod duly threaded upto 300mm at one end and shaped on the other end. MS plate size 30cm x 30cm x 6mm with 20mm dia. hole drilled in the centre of the plate G.I. stay wire size 7/10 SWG, G.I. thimble for stay binding, Egg/Strain insulator, MS elbow made out of 16mm plain sheet and a 20cm long piece of 50mm x 50mm x 6mm angle iron made to the shape as approved by Engineer-in-charge. Stay set complete shall be fixed to the pole by providing suitable size full clamps made out 50mm x 6mm size MS flat with required number of nut and bolts 16mm dia. on one end and shall be embedded on the other end. The stay plate shall be covered with cement concrete having total volume of the concrete not less that 0.042Cum. The job shall include excavation of pit and back filling and after pouring concrete with excavated soil etc. as approved/desired by the the Engineer-incharge:-

Stay Set consisiting of 19/20mm dia., 1.8 metre Long G.I. Stay Rod

Labour for Dismantling of 300 Sqmm 11 Kv XLPe cable overhead

Labour for Erection of 300 Sqmm 11 Kv XLPe cable overhead

S/E of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections etc. completely.

Aluminium cable core size 95 sq. mm

S/E of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections etc. completely.

Aluminium cable core size 150 sq. mm

Supply & laying of aluminium conductor XLPE/ P.V.C. insulated armoured and served cable to be laid loose in the existing trench or pipe as per PWD General Specidications 2010:

Aluminium conductor XLPE/ PVC insulated PVC sheathed armoured and served cable working voltage 1100volts grade 95sq.mm (3 ½ Core)

OVER HEAD DISTRIBUTIONINSULATORS, STAY SETS & CRADLEGUARDS:

Supply and erection of insulators confirming to IS-2544 & 5350 (Test Certificates of CPRI) includes supply anderection of nuts bolts and other accessories whatsoever required at site for fixing it to the structure pole. The jobis to be completed as approved by Engineer-in-charge:-

11kV Pin Insulator with G.I. Pin

Supply and erection of M. S. fencing to be fabricated with 50mm square pipe 3mm thick and 1sq-inch MS jali with required handles, doors, locking arrangements and hinges etc. including the cost of 1 no. priming red oxide coat and 2 no. coats of enamal paint complete in all respects and as per design and size approved by engineer Incharge.

Supply stringing and sagging of aluminium conductor steel reinforced (ACSR) on poles including binding with insulators using aluminium wires complete as desired by the Engineer in charge of the site:-

ACSR-RACOON conductor (80 sq. mm)Size (6/4.09 Al.+1/4.09mm GI)

Supply stringing and sagging of aluminium conductor steel reinforced (ACSR) on poles including binding with insulators using aluminium wires complete as desired by the Engineer in charge of the site:-

ACSR-RABIT conductor (50 sq. mm)Size (6/3.35 Al.+1/3.35mm GI)

Supply stringing and sagging of aluminium conductor steel reinforced (ACSR) on poles including binding with insulators using aluminium wires complete as desired by the Engineer in charge of the site:-

ACSR-WEASEL conductor (30 sq. mm)Size (6/2.55 Al.+1/2.55mm GI)

Dismantling of 200 kva Transformer Pole mounted

Erecetion of 200Kva Transformer

Dismantling of Poles (Steel + RCC) upto 11 mtr Height

Erection of pole (Steel + Rcc ) upto 11 mtr Height

Erection of pole (Steel + Rcc ) upto 9 mtr Height

Dismantling of 11 Kv cable box

Erection of 11 Kv cable box

Erection of ACSR 80 mm (re sagging)

Dismantling of 11Kv Cable 35 Sqmm

Erection of 11Kv Cable 35 Sqmm

Dismantling of 11Kv Cable150- 300Sqmm

Erection of 11Kv Cable upto 300Sqmm

Resetting/resagging of 11Kv Cable 300 Sqmm

Dismantling of LT cable 50-95 Sqmm

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

Overall size 25sq.mm (4Core) Armoured(Loose)

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

Overall size 150sq.mm (4Core) Armoured (Loose)

JUMPERS FOR OVERHAED LINES:

Supply & erection of PVC insulated PVC sheathed aluminium conductor single core cable for providing jumpering arrangement on overhead lines:-

Overall Size 120sq. mm (AluminiumJumper)

MINIATURE CIRCUIT BREAKERS:

Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

MCB Four Pole 50, 63amp. (10kA, Curve-C)

XLPE INSULATED ARMOURED CABLES(LOOSE):

Supply, of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

Overall size 16sq.mm (4Core) Armoured (Loose)

Overall size 25sq.mm (4Core) Armoured (Loose)

Overall size 50sq.mm (4Core) Armoured (Loose)

Overall size 150sq.mm (4Core) Armoured (Loose)

Supply, installation, testing and commissioning of 11 kV outdoor compact/packaged Sub Station totally factory assembled (non walk in type) consisting of 3 way RMU type, 1 No. 11KV/433V, 500 KVA transformer, DT metering, 1 set of LT device as under. The CSS/PSS shall be complete along with necessary FRTU/RTU for SCADA integration purposes and fault passage indicater complete as per specifications and as desired by Engineer incharge .Approved Makes - Schneider, Siemens, ABB

MV COMPARTMENT 11 KV, 630A, 25KA/1Sec indoor type non-extensible, SF6 gas insulated Ring Main unit with sealed pressure system criterion in accordance with the IEC: 60298,62271 - 202.IAC of 20 kA for 1 s for tank and cable box category IAC-AFL .The Switchgear includes the following HV cubicles

The indoor non -extensible SF6 insulated RMU fully motorised consist of 2 No. incomer Isolator and 1 no. outgoing Vacuum Breakers with self powered relay for protection of transformer . Rated for Voltage 12kV, 400A, 25 KA for 1 sec.

a) Rated voltage should be - 12 KV b) Rated power frequenecy voltage - 28 KV c) Rated lightening withstand voltage - 75 KV d) Rated current for Ring main feeder - 630 amps e) Rated current for VCB feeder - 400 amps f) Rated short time current - 25 KA / 1sec g) Rated short time making current -50 KA h) Ambient temp ( 0 deg C to +40 deg C) i) Rated internal arc rating - 20 KA for 1 sec for tank and cable box category IAC-AFL j) RMU shall be provided with protection CTs rated for 30 / 1amps, class - 10P10 accuracy , 2.5 VA burdan for circuit breaker

The circuit breaker feeder shall be self powered/powered by external source and shall be provided with OC+EF protection for transformer and shall have serial port for communication on modbus protocol.

RMU manufacturere shall have in house NABL accredited testing lab.

Transformer Three phase. Oil/dry type

a) Standard: IS : 1180 b) Vector group : Dyn11 c) Rating : 500 KVA d) Cooling System: ONAN e) Winding: Copper f) Magnetic Core: Prime grade of M4 or better g) High voltage : 11KV - 50 Hz h) System highest voltage : 12kV at the HV side i) H.V. Power Frequency (KV rms): 28 kV j) H.V. Impulse withstand voltage (KV peak): 75 kVp k) The Losses of Transformer should be as per IS 1180 part 1 Eff level 2 norms l) Transformers shall be designed for 110% continuous overfluxing withstand capability m) Temperature rise as per IS1180 n) OTI & WTI, Pressure relief valve (without auxiliary contacts),Skids,Earthing terminal,Lifting lugs,Rating plate,Dehydrating breather

LV COMPARTMENT: The LV compartment with Degree of protection-IP54 designed for a 50 degree C ambient temperature. The panel is modular, dead front, freestanding, floor mounted and comprises the following equipment

433 V air insulated Aluminium busbar having capacity 1000A, 50Hz,50KA withstand fault level capacity, MFM - EM6400NG in incomer

Incomer :- 4 Pole, 800A, Microporcessor based , Drawout type ACB with O/C, S/C & earthfault release. The fault system of 50kA, Ics=Icu=Icw for 1 sec. Suitable for Isolation as per IEC 60947-2. ACB should have LCD Display (Voltage & Current) with %age loading graph of each phase on release. Tripping time < 30 msec.Outgoing :- MCCBs 1 no 400A TP Ics- 35kA, 5 no MCCBs 250A TP Ics- 35kA with microprocessor release with double break mechanism

APFC Panel- Incomer 1 no MCCB TP Pole 320A Ics= 50kA Thermal magnetic with Double break roto mechanism. Intelligent APFC Relay with 150 kVAr MPP Heavy duty Capacitor with suitable rating of contactors & Short ckt protection device for each banking. Banking of Capacitor should be 12.5 X4 no, 25 X 2no, 50 X 1no..

DT metering as per specifications of PSPCL including all liasoning work as required.

Outdoor Enclosure :- The enclosure shall be made of 2.0 mm thickness Galvanized Sheet Steel tropicalised to meet Indian weather conditions including all the partition sheets & doors.The base of the enclosure shall be of 4.0 mm thickness Hot Dip Galvanized Sheet Steel to ensure rigidity for easy transport & installation. The entire Package Substation shall be Factory Assemble & Factory Fitted. The enclouser shall have IP54 degree of protection for HT & LT switchgear compatment IP34 degree of protection for Transformer compartment. The Enclosure to be tested for Internal Arc fault test to the tune of atleast 20 KA for 1 second adhering to as per latest IEC 62271-202.The temperature rise test on enclosure for K10class.The enclosure exterior shall be powder courted.The compartment illumination lamp with door operated switch shall be provided for MV & LV comparatment.

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation

Cement Concrete 1:8:16 with 40mm gauge stone aggregate using concrete mixer volumetric type.

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.

Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded.

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing inposition complete

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels

12.5 mm thick cement plaster 1:4

Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc.

Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.

Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3

Providing and fixing cast iron 100mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc.

Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2.

Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug / neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge. (Glazing and paneling to be paid for separately) :

For fixed portion and chaukhats

For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required

Providing and fixing 10mm thick acid and/or alkali resistant tiles 300 mm x 300 mm of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge, in flooring or in dado / skirting on a bed of 12 mm thick mortar 1 : 4 (1 acid proof cement: 4 coarsesand).

Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS :15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 250 x 330 mm & 300x300mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) BClass including cost of specials (such as tees,bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete.

Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting,jointing, wastage, but excluding cost of jointing.

Single Socket Type A

160mm o/d SWR UPVC pipe line laid complete

110mm o/d SWR UPVC pipe line laid complete

90mm o/d SWR UPVC pipe line laid complete

Providing and fixing in position Chinaware European type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge.

Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge)consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect.

Size 560mm x 450mm (Under counter oval)

Providing and fixing in position 15mm C.P. Brass Pillar Cock of approved make (to the approval of Engineer-in-charge)

Providing and fixing in position vitreous Chinaware white lIndian make large flat back or angular lipped front urinal 375 x 390 x 590mm of approved make (to the approval of the Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mmouter length 75 mm , C.P. brass Urinal Spreader Ocular-Regular and C.P. brass tube connection 300 mm long complete.

Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge)

Size 1500mmx600mm or any other size

Providing and fixing in position C.P. brass, bottle trap 32mm dia with 40 mm seal of approved make (to the approval of Engineer-in-charge) complete in all respect.

Providing and fixing partition for different type of urinals.

19 to 20 mm thick Granite stone partition size 375mm x 750mm

Providing and fixing jet spray with 2'-6" long PVC pipe.

With C.P. Brass nut

Providing & Fixing in position C.P. Brass flange Dome of approved make (to the approval of Engineer-in-charge ) under various fixtures complete in all respect.

Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect.

C.P.brass 15mm Angle valve without flange

Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect.

PVC tube connection of size 15 mm x 600 mm with C.P. Brass nut

Providing and fixing C.P. waste for 40mm complete.

Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank.

Triple Layer Tanks

Providing and fixing in position G.I. Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect.

G.I. tank nipple 25mm i/d

Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design.

Size 450 mm x 450 mm inside with RCC 455 mm x 455 mm cover and frame medium duty double seal

Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer, desilting, removal of sullage water and making good of khudda.

Sewer connections upto 300 mm id

Making connection with the existing G.I. branch main up to 40mm size pipe including cutting of existing pipe line, threading of pipe lines from both ends and fixing of G.I Tee etc. in the pipe line (including cost of G.I Tee) complete in all respects.

Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.

15mm i/d Brass Ball valves

20mm i/d Brass Ball valves

25mm i/d Brass Ball valves

Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade.

Distempering with dry distemper of approved manufacture two coats over one priming coat to give an even shade.

Painting new letters and figures of black synthetic enamel paint to an even shade With ordinary quality paint

Gents Toilet/Ladies Toilet (75mm Height) Punjabi & English

Black Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps.

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