Road Widening work from Harsiddhi Pal to Ramghat Ujjain

Cutting of trees, excluding removal of stumps, roots of trees - Cutting of trees and stacking of serviceable material with all lifts and lead up to 1000 m as per Section-200 of the specifications. Girth from 300 mm to 600 mm

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters by manual means, stacking serviceable and unserviceable materials separately and Section 200 of the specifications. Bituminous courses

Dismantling of Cement Concrete pavement by mechanical means including breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately as per Section-200 of the specifications.

Demolishing lime concrete manually / by mechanical means and disposal of material within 50 meters lead as per direction of Engineer in charge.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge : 1:3:6 or richer mix

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.

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

Demolishing stone masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge: In cement mortar

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.

Removing all type of R.C.C. Hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes. Up to 600 mm dia.

Removing all type of R.C.C. Hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes. Above 600 mm to 900 mm dia.

Removal of telephone/electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 meters and stacking the serviceable and unserviceable material separately.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications.

Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Section 300 of the specifications.

Excavation for pipe laying (exceeding 30 cm in depth) including disposal of excavated earth with all lift and lead up to 50 m, disposed earth to be levelled and neatly dressed. - All kind of soil

Transportation by Mechanical means including loading, unloading and stacking -Lead - 5 KM Earth

Transportation by Mechanical means including loading, unloading and stacking -Lead - 5 KM Excavated Earth

Transportation by Mechanical means including loading, unloading and stacking -Lead - 5 KM Lime, moorum,building, rubbish

Transportation by Mechanical means including loading, unloading and stacking -Lead - 5 KM Steel

Transportation by Mechanical means including loading, unloading and stacking -Lead - 5 KM Pipes-300mm dia

Transportation by Mechanical means including loading, unloading and stacking -Lead - 5 KM Pipes-600,700,750 & 800mm dia.

Providing PCC M15 (with 40 mm maximum size of aggregate) Grade levelling course below approach slab complete as per drawing and technical specification and as per relevant Sections of Section 1700 of the specifications.

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per sections 1000, 1500, 1700 & 2100 of the specifications - PCC Grade M15

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, 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-in-charge. RCC M25 grade

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, 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-in-charge. RCC M30 grade

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, 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-in-charge. RCC M35 grade

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, 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-in-charge. RCC M40 grade

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, 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-in-charge. RCC M20 grade

Providing and laying Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification and as per sections 1100, 1500 & 1700 of the specifications with RCC Grade M25

Providing and laying Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification and as per sections 1100, 1500 & 1700 of the specifications with RCC Grade M30

Providing and laying Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification and as per sections 1100, 1500 & 1700 of the specifications with RCC Grade M35

Providing and laying Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification and as per sections 1100, 1500 & 1700 of the specifications with RCC Grade M40

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.

Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete… 560 x 900 mm size extra heavy duty

Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. 150mm dia.

Steel work welded in built-up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guardbar, ladder, railings, brackets, gates and similar works.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC/PVC/HDPE pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing, technical specifications and as per Section 2706 of the specifications.

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) - 160mm dia. 8 Kg/sq.cm

Construction of Embankment/Sub-grade/Earthen Shoulders with material obtained from other sources, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requirements given in Table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301- 2 of the specifications complete.

Crusher Run Macadam Base - Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. For 53 mm maximum size

Construction of Dry Lean Cement Concrete SubBase Over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1 of the specifications, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per Section 601 of specifications

Construction of dowel jointed, plain Cement Concrete pavement in M-40 Grade Concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, 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, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC:15 and as per Section-602 of the specifications complete but

excluding cost of steel in dowel bar and tie rod etc.

Add Extra in Item of PQC for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Mild Steel dowel bars confirming to IS 432, grade I

Add Extra in Item of PQC for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. HYSD tie bars of Fe 500 grade confirming to IS 1786

Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm). :- PQC for Footpath ramps, cycle tracks etc.

Providing and laying at or near ground level Pre-cast kerb stone of M-25 grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete as per direction of Engineer-in-Charge. :- All type of kerbs - Barrier, semi barrier, mountable kerbs, with or without gutters/ water tables, raised median etc.

Road Markers/Road Stud - Providing and fixing of Category-A Bi-directional Twin-Moulded Shank Raised Pavement Markers/ Road Stud made of Plastic body moulded from ASA (Acrylic styrene Cryometries) or HIP (High impact polystyrene) or ABS material. Lens shall be of plastic material. The marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall have Flexural Strength of 909 kgf. Reflective panels shall consist of number of lenses containing Single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. The Slope or the retro-reflecting surface shall be 35 +/- 5 degree to the base and area of Each retro reflecting surface shall not be less than 13 sqcm. When impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall show no more than two radial cracks longer than 6.4 mm (0.25 in.). There shall be no radial cracks extending to the edge of the abrasion resistant area. There shall be no delamination. Height of the marker shall not exceed 20 mm and its width shall not exceed 130 mm. Moulded shank RPM shall have the shank strength of 600 kgf. Head of the stud shall be Smooth and shall not present any sharp edges to traffic. RPM shall be of Category A with optical performance (Coefficient of Luminous Intensity- CIL) shall not be less than that given in Table 800-13 of the specifications for Bi-directional stud. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive. The bidder shall submit a prequalification warranty for Two years. Test certificate from an as per ASTM D 4280, Coefficient of Luminance Intensity-CIL as per table 800-13 of the specifications. Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impact strength, Resistance to temperature cycling, and Longitudinal Flexural Strength to be submitted

Supplying and installation road delineators (road way indicators) as per Section 806 of the specifications. The structure shall be made in roll forming process having height of 800-900 mm above the ground level, width not less than 100 mm and shall extend not more than 200- 300 mm below the ground while being installed, buried or pressed in to the ground in confirmation with IRC:79, are as directed by the Engineer-in-Charge. The guide post with pure polyester powder coating with minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting confirming to IRC:67 and ASTMD-4956 shall be pasted on both sides complying to IRC:79. The delineator should consist of minimum retro reflective unit exposed area of 330 cm2 white colour, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC:67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI label specification. The delineator shall have grooves across the- length to make the reflective sheets vandal-proof.

Painting on New Concrete Surfaces - Painting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per Section-800 of specifications and IRC:67 including cost of paint etc. complete

Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67. 60 cm equilateral triangle

Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67. 60 cm circular

Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67. 80 cm x 60 cm rectangular

Providing and fixing of Retro-Reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide Section 801.3 of the specifications, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min. 25x25x3 mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67. 60 cm x 60 cm square

Direction and Place Identification Signs more than 0.9 Sqm Size Board (Type XI) - Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67 made of High Intensity grade sheeting Section 801.3 of specifications, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 Sqm fixed over back support frame of min. 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as

per approved drawing.

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.05% and conforming to IS: 15622 of approved make in all colours and shades for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Providing, Supplying and laying Blue MDPE (medium density polyethylene) pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like CIPET (India) and other recognised agencies for usage in Drinking Water System. The cost shall include testing of all materials, Inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. complete. 25mm dia.

Providing, Supplying and laying Blue MDPE (medium density polyethylene) pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like CIPET (India) and other recognised agencies for usage in Drinking Water System. The cost shall include testing of all materials, Inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. complete. 32mm dia.

Providing, Supplying and fixing of Electro Fusion Tapping Ferrule (Branch Tapping Saddle) female BSP Threaded with SS 304 insert fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE 100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR 11 with min PN 12.5 rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. Electo Fusion Tapping Ferrule Saddle 250*15mm

Providing, Supplying and fixing of Electro Fusion Tapping Ferrule (Branch Tapping Saddle) female BSP Threaded with SS 304 insert fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE 100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR 11 with min PN 12.5 rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. Electo Fusion Tapping Ferrule Saddle 250*20mm

Providing, Supplying and fixing of PVC Ball Valves in PN16 rating with one end compression using Blue colour compression nut in polypropylene material & other end with female threads conforming to ISO:4422-4, certified from certified agencies suitable for food products & drinking water, female threads in accordance with ISO:7/BS:21/ IS: 554 and shall be inclusive of all cost of testing of all materials, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. complete. 20*15mm

Providing and fixing G. I. Nipple of minimum length 100mm in G.I. Pipe line i/c cutting, threading, testing and carriage etc. complete (Old work) 20mm dia

Providing and fixing G. I. socket in G.I. Pipe line i/c cutting threading testing etc. complete (Old work) 15mm Dia.

Providing laying and jointing of galvanised Iron Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. 15mm dia

Chamber 50x45x60cm with horizontal grating 500x450mm

Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate

Providing & fixing water taps Brass Heavy Duty - 15mm Dia

Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in R.S. Joists

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ B

ut fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) - 10Kg/Sq.m 50mm

Supplying and installing Double wall corrugated pipes (DWC) of HDPE ( IS 14930 Part II -marked ) for cable laid under ground with necessary connecting sockets/ couplings,tees of same material and at required depth upto 90cm. below road/ground surface,including excavation, back filling with excavated material with ramming and making the surface good. 63.00mm O.D

Supplying and installing Double wall corrugated pipes (DWC) of HDPE ( IS 14930 Part II -marked ) for cable laid under ground with necessary connecting sockets/ couplings,tees of same material and at required depth upto 90cm. below road/ground surface,including excavation, back filling with excavated material with ramming and making the surface good. 90.00mm outside dia

Supply of XLPE Insulated power cable (conforming IS-7098 ) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 coreISI MARKED with Alu. Stranded /solid conductor ARMOURED 4 CORE 10 Sq.mm.(XLPE)

Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 25 Sq.mm direct in ground including excavation, sand cushioining, protective covering and refilling the pit etc. as required.

Supplying and fixing cramping type Alum. lugs as per I.S.S. Specification suitable for following size of cable with Alu. /Copper solid/stranded conductor evently cramped with high/pressure tool and connected to switch gear/Bus/M.C.C.B./ M.C.B. etc. as required complete.For Conductor Size 6mm to 16 Sq.mm

Supplying and fixing cramping type Alum. lugs as per I.S.S. Specification suitable for following size of cable with Alu. /Copper solid/stranded conductor evently cramped with high/pressure tool and connected to switch gear/Bus/M.C.C.B./ M.C.B. etc. as required complete.For Conductor Size 25 Sq.mm

Earthing with Copper Earth plate 600mm X 600mm X 3mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangment on the top and G.I. watering pipe 20mm dia 2.7 meter long etc. (but without charcoal or coke and salt) complete as required.

Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation & refilling.

Supplying and laying 25mm X 5mm G.I. strip at 0.5 meter below ground level as strip earth electrode including soldering etc. as required.

Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire.

Erection of steel tubular or steel rail pole or H-Beam of length exceeding 10 meters but not exceeding 13 meters in cement concrete 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) foundation , base padding & muffing including excavation and refilling etc. as required.(4.55 bags of cement/cmt.)

Supplying and fixing of LT Panel accessaries of approved make in existing LT Panel including connections etc.as required as per spececification Aluminium bus bar strips with PVC sleeves

Supplying and fixing of LT Panel accessaries of approved make in existing LT Panel including connections etc.as required as per spececification LED lamps

Supplying of ISI marked and approved make of moulded case circuit breaker (MCCB) suitable for 3 phase & N, 4 pole, 50 Hz, 415 Volts, (Ics=100%Icu) AC supply with thermal-magnetic release having respective breaking capacity (KA) at 415 Volts cited against their range standard conforming to IS/IEC 60947-2 MCCB 25kA current rating 63 to100Amp & adjustable overload setting 80% - 100% of In

Supply of ISI marked and accepted standard of miniature circuit breaker (MCB) of 'C' series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :- Double pole MCB DP 6Amp to 32Amp 10kA rating

Supply of ISI marked and accepted standard of miniature circuit breaker (MCB) of 'C' series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :- Four pole

Supply, installation, testing and commissioning of astro-time switch based on astro program i.e. calculation of sunrise and sunset times through date, time and Indian PIN codes. It shall have an option of astro ON period override by timem switch and Offset function which allows programming of switching times offset from the astronomic time the 230 V AC operated astro time switch shall have an operating range of 96…253V AC with 1 NO, 16 A, AgSnO2 contact material with starting current of 120A and 1 CO cadmium free contacts, it shall have LCD status indication with back light display along with internal easily replaceable battery on the front side for set-up and programming. The electrical life at rated load AC1 shall be 1 lakh cycles and shall work at an ambient temperature of -20 to +50 deg C. It shall have a dielectric strength between supply and open contacts of 4000V AC, between open contacts 1000

V AC respectively and rated impulse voltage (between supply and contacts) of 6kV and rated impulse voltage (between open contacts) of 1.5kV. The mounting shall be on 35 mm DIN rail (EN 60715) and shall have necessary approvals likeCE, IMQ and EAC.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications.

Supply, fabrication and erection of angle/channel/flat iron fitting for overhead line & sub-station etc such as 'D' bracket, cross arms, top clamp, 'V' cross arms, back/support clamp or other similar work etc. including nut bolts of required size, making holes, fabrication, welding, cutting, etc. and painting with one coat of red oxide paint & two coat of aluminium paint as required as per specification.

Supply & Fixing of Decorative LED Street Light of 1 to 3 watt with each , system lumens output with Efficacy>=135lm/W(@6500k), It's body made of Die cast aluminium using pressure die-casting process. Hole for coupling on pipes Ø 60 mm, for lateral installation. Silicon gasket enusures the IP protection. IP Rating - IP66. Power LED Module with high efficacy LED's on single Printed Circuit Board with metal core plate. 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). PF >0.95 and THD<10%. Lens cover in PC (IK09). Estimated LED Lifetime is L70 @ 1,00,000 hours minimum. LM79-80 report from LED manufaturer should be submitted. Safety test report as per IEC 60598-2-3; IEC 60598-1 / IS 10322 IEC 61347 i/c connection wire , testing etc-Supporting Test Report from NABL approved lab, with 5 year on site warranty. 120Watt, Color Temp 3000-6500k as required

Crusher Run Macadam Base - Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. For 53 mm maximum size

SITC of ARCHITECTURAL SINGLE ARM CUSTOMISED DESIGN POLE 10M height Single arm Pole made of mild steel pipe sections 140mm, 114mm,89 mm & Top Custom design bracket which is made in combination of mild steel pipe sections 60mm dia. (vertical) & aesthetically bent 42mm dia. (horizontal) with decorative shape made of steel on the edge to get 1000 mm Horizontal Arm Length(till fixture level). Bracket also incorporates a Decorative Circular shape in the middle in steel (630mm Dia., - approx.) on top with required shape inside. Symbol is made of steel in fine finish. A Cast Iron Decorative element(300mm(H) & 100mm(W) provided on top of the Circular shape for Aesthetics. Bracket also incorporates a Decorative Circular shape in steel (365mm Dia., approx.) on the arm with required symbol inside. Such symbol is made of steel in fine finish. To cover the joints of vertical & horizontal pipes of bracket, a decorative cover made in steel (515mm(W) & 240mm(H) approx.) in fine finish is provided, as part of Bracket. required symbol shapes are lit using LED system in the night time. Arch. Base design starts with circular section of 301mm dia. and height of 50mm which is followed by a niche section of 240mm dia, followed by a tapering section starting with 300mm dia and gradually tapering to 160mm dia for a height of 175mm, followed by a ring of dia 175mm dia. & ends with 160mm dia. at the top. Total height of the base is 270mm & weight of the base is 17kgs. Decorative Ring-1 Ring-2 & Ring-3 are made of cast iron. All cast iron weights mentioned are with +/-5% tolerance. The pole to be provided with suitable size base plate. This base plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed RCC foundation. Entire pole shall be made to provide pleasing aesthetics as approved by Concerned Engineer in-charge. After Fabrication, Entire Pole is hot dip galvanized (60 microns Min) for the effective corrosion resistance. The hot dip Galvanised pole should be provided

Providing and laying Bend 45ْ confirming to IS specifications.- 315mm

Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed), (Consider - 10Kg/Sq.m) - 315mm Dia. water pipeline

Providing, laying, jointing & testing of socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including testing of joint - 400mm Dia. Water Pipeline

Providing & fixing of following Ductile iron double flanged sluice valves glandless, resililent (soft seated) non-rising spindle with body bonnet of ductile iron of grade GGG 40/SGI 400/12 or equivalaent grade or of higher tensile strength grade, as per IS: 3896 part-II-1986 and subsequent revision, wedge fully rubber lined with EPDM food grade quality and seals of NBR. The valve should be with replaceable nut and replaceable sliding shoes, valve stems shall be of single piece thread rolled. Sluice valve shall be compitable for buried applications without valve chambers. The valve should be vaccum tight and 100% leakproof with face to face dimensions as BS: 5163-89/ IS:14846/2000/DIN 3204 F4 and flange connections as per IS:1538. Valve should be with electrostatic powder coatilng both inside and outside (thickness 250 micron) with pocketless strailght thro body passage including jointing and testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.

Providing and laying Bend 90ْ confirming to IS specifications.

Providing and laying Equal Tee confirming to IS specifications.

Providing, laying and compaction Back filling behind abutment, wing wall & return wall with Granular material (CBR>7) complete as per drawing and Technical specification and as per appendix 6 of IRC-78

Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-15 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-15 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer - in- charge for following diameters of pipe lines (type design attached.) 200mm to 400mm

Providing & laying Ductile iron Mechanical joint collar with follower glands conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining 400mm

Providing butt fusion welded joint/jointing by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed) 315mm

Providing butt fusion welded joint/jointing by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed) 315mm

RCC Cable trench suitable for laying of under ground multi curcuit XLPE cable as per the technical specifications

Providing & laying Ductile iron Mechanical joint collar with follower glands conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining 400mm

concreting of fo

r poles @ 0.3 cmt for pole (including muffing)

For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3 m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Pole include muff wid Pit digging,0.3per stay(20/25)etc

Cable marker

Concreting of for poles @ 0.3 cmt. for pole (Including muffing)

Concreting of for poles @ 0.3 cmt. for pole (Including muffing)

LT FEEDER PILLER, 1 no.-160 amp,16 kA b.c at 415 volts TP MCCB with copper neutral link 1 set-250 amp,rating TPN aluminium busbar,8 no 63 amp,10 kA b.c. TP MCB complete

Outdoor type feeder pillar (Powder coated Metal Sheet outer door thickness - 2mm, inner door thicness- 1.6 mm, Each door shall be provided with 2 numbers industrial locks) alongwith stand and accesories etc

BI-METALLIC CLAMPS SUITABLE FOR 25MM DIA STUD AND 300SQMM CABLE

Supply of BI-METALLIC CLAMPS SUITABLE FOR 25MM DIA STUD AND 300SQMM CABLE

LT XLPE under ground cable Single Core (Armoured)300 Sq. mm 1100 V Water swellable tape above insulation and outersheath shall be of ST7 (HDPE) Compound IS 7098, IS 8130, IS:5831 and latest relevant IS

G.I. Wires 6 SWG

Earthing Set

EARTHING SET (DTR EARTHING) AS PER CIRCULAR NO 1516 DATED 17.03.08 (EARTHING SET 40MM , 3 METER GI PIPE , GI WIRE, EARTHING CLMAP AND NUT BOLT)(SET)

M.S.Nuts and Bolts

M.S.Nuts and Bolts

EARTHING (50x6mm MS Flat-2.36 Kg/mtr.) FOR VCB-5 mtr.+ CT-8 mtr.+ ME-20 mtr.+ LA-30 mtr.+ Isolator-12 mtr.+ Isolator handle-4 mtr.=79 mtr.

EARTHING (50x6mm MS Flat-2.36 Kg/mtr.) FOR VCB-5 mtr.+ CT-8 mtr.+ ME-20 mtr.+ LA-30 mtr.+ Isolator-12 mtr.+ Isolator handle-4 mtr.=79 mtr.

M S FLAT 50X6 MM

Sundries as M-Seal Putty, LPG,Kerocin / other accessaries etc

Sundries as M-Seal Putty, LPG,Kerocin / other accessaries etc.

Transparent poly carbonatebox for Single phase electronic meter replecement of exeisting meter

PVC insulated 2 core 6 sqmm Armoured Aluminium conductor 1100 Volts

M S FLAT 50X6 MM

Sundries as M-Seal Putty, LPG,Kerocin / other accessaries etc

G.I. Wires 6 SWG