CONSTRUCTION OF 4 LANNING APPROACH ROAD TO ADAMPUR AIRPORT (RD 4.30 TO 5.55 KM) PHASE-II INCLDUING ROUTINE MAINTENANCE OF 5 YEARS (ONE YEAR DEFECTS LIABILITY PERIOD PLUS FOUR YEAR MAINTENANCE PERIOD)

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R JALANDHAR CANTT

Name of Work :-DNIT FOR CONSTRUCTION OF 4 LANING APPROACH ROAD TO ADAMPUR AIRPORT (RD 4.30 TO 5.55 KM = 1.25 KM (PHASE-II) INCLUDING ROUTINE MAINTENANCE OF 5 YEARS (ONE YEAR DEFECTS LIABILITY PERIOD + FOUR YEAR MAINTENANCE PERIOD)

Contract No: Civil Works

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Work Name Item Code / Make Quantity Unit Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

2 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of se rviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical clause 201 of MORT&H specifications In area of Light Jungle (By Mechanical Means) BI01010001010000000000000515BI0100001113 0.24000 Hactare Excess(+) Full Conversion INR

3 Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications. BI01010001010000000000000515BI0100001114 Cum Excess(+) Full Conversion INR

4 Providing and Laying of Sand to achieve CBR 7% including watering, Compaction, Loading & unloading, carriage to site of work, grading to required slope as per Satisfaction of Engineer in Charge BI01010001010000000000000515BI0100001115 Cum Excess(+) Full Conversion INR

5 Earthfilling in the Central Verge with earth brought from Private land including loading & unloading, watering as per satisfaction of Engineer in Charge. BI01010001010000000000000515BI0100001116 Cum Excess(+) Full Conversion INR

6 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. (In case of link roads earth work to be done by villagers) BI01010001010000000000000515BI0100001117 Sqm Excess(+) Full Conversion INR

7 Construction of granular sub-base by providing coarse graded material grading-II, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications BI01010001010000000000000515BI0100001118 Cum Excess(+) Full Conversion INR

8 Providing, laying, spreading and compacting stone aggregates of Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant , to site of work , laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specification. BI01010001010000000000000515BI0100001119 Cum Excess(+) Full Conversion INR

9 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications. BI01010001010000000000000515BI0100001120 Sqm Excess(+) Full Conversion INR

10 Providing and laying dense graded bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a Paver Finisher Mechanical 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 NOTES :- (i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE : - (i) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT & H specifications. (ii) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT & H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). (iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC. BI01010001010000000000000515BI0100001121 Cum Excess(+) Full Conversion INR

11 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 BI01010001010000000000000515BI0100001122 Sqm Excess(+) Full Conversion INR

12 Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical 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 NOTES : - (i) Job mix formula for the bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE : - i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications. ii) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT & H specifications shall be determined after getting the bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC. BI01010001010000000000000515BI0100001123 Cum Excess(+) Full Conversion INR

13 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. BI01010001010000000000000515BI0100001124 Sqm Excess(+) Full Conversion INR

14 Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. BI01010001010000000000000515BI0100001125 Rmt Excess(+) Full Conversion INR

15 Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. BI01010001010000000000000515BI0100001126 Mtr Excess(+) Full Conversion INR

16 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface. BI01010001010000000000000515BI0100001127 Sqm Excess(+) Full Conversion INR

17 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. BI01010001010000000000000515BI0100001128 Sqm Excess(+) Full Conversion INR

18 Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting (Type-IV) 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. BI01010001010000000000000515BI0100001129 Each Excess(+) Full Conversion INR

19 Place Identification sign board 900x600mm rectangular as per IRC 67- B392012 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. BI01010001010000000000000515BI0100001130 Each Excess(+) Full Conversion INR

20 Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting (Type-IV) as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting 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. BI01010001010000000000000515BI0100001131 Each Excess(+) Full Conversion INR

21 Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting (Type-IV) 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. BI01010001010000000000000515BI0100001132 Each Excess(+) Full Conversion INR

22 Overhead sign board 12000x1500mm 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 . 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 @50kg per 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. ( (a) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 BI01010001010000000000000515BI0100001133 Each Excess(+) Full Conversion INR

23 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. BI01010001010000000000000515BI0100001134 Each Excess(+) Full Conversion INR

24 Providing and installation of solar cat eye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. The body of the solar cateye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. BI01010001010000000000000515BI0100001135 Each Excess(+) Full Conversion INR

25 Direction/Diversion Plate 1800x300mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting (Type-IV) as per AS TM 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 fixed in position complete as per clause 801 of MORT&H specifications. 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. BI01010001010000000000000515BI0100001136 Each Excess(+) Full Conversion INR

26 Construction of Culvert and Bridge 2 No's BI01010001010000000000000515BI0100001137

27 Earth work in excavation for foundation of structures as per drawings and techni--cal Specifications , including setting out ,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. BI01010001010000000000000515BI0100001138

28 up to 3 mtr. depth. BI01010001010000000000000515BI0100001139 Cum Excess(+) Full Conversion INR

29 Plain Cement Concrete M-15 in open foundation Complete as per drawing and Technical Specification. BI01010001010000000000000515BI0100001140 Cum Excess(+) Full Conversion INR

30 Reinforced cement concrete M-30 in Foundation excluding steel reinforcement complete as per Drawing and Technical Specification. BI01010001010000000000000515BI0100001141 Cum Excess(+) Full Conversion INR

31 Reinforced cement concrete M-35 in Substructure including centering and shuttering excluding steel reinforcement complete as per Drawing and Technical Specification. BI01010001010000000000000515BI0100001142 Cum Excess(+) Full Conversion INR

32 Reinforced cement concrete M-35 in Superstructure including centering and shuttering excluding steel reinforcement complete as per Drawing and Technical Specification. BI01010001010000000000000515BI0100001143 Cum Excess(+) Full Conversion INR

33 Providing and making expansion joint filled with bituminious filler complete as per Drawing and Technical Specification. BI01010001010000000000000515BI0100001144 Mtr Excess(+) Full Conversion INR

34 Construction of R.C.C M-40 Anti Crash Railing without safety kerb including centering shuttering but excluding steel reinforcement complete as per drawing and Technical Specifiaction. RCC Anti crash Railing BI01010001010000000000000515BI0100001145 Mtr Excess(+) Full Conversion INR

35 Drainage Spout complete as per drawing and technical specifiaction. BI01010001010000000000000515BI0100001146 Each Excess(+) Full Conversion INR

36 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement complete as per drawing and Technical Specifications. BI01010001010000000000000515BI0100001147

37 a) In Foundation BI01010001010000000000000515BI0100001148 M.T Excess(+) Full Conversion INR

38 b) In Sub structure BI01010001010000000000000515BI0100001149 M.T Excess(+) Full Conversion INR

39 c) In Superstructure BI01010001010000000000000515BI0100001150 M.T Excess(+) Full Conversion INR

40 Providing and laying of fillter media with granular materiales / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of M O R T & H 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 specifications. BI01010001010000000000000515BI0100001151 Cum Excess(+) Full Conversion INR

41 Providing weep holes in Brick masonary/ Plain /Reinforced concrete abutment , wing wall/return wall with 80 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face. Complete as per drawing and Techinal Specifications. BI01010001010000000000000515BI0100001152 Mtr Excess(+) Full Conversion INR

42 Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. BI01010001010000000000000515BI0100001153 Cum Excess(+) Full Conversion INR

43 Reinforced cement concrete M-30 in Approach Slab including centering and shuttering excluding steel reinforcement complete as per Drawing and Technical Specification. BI01010001010000000000000515BI0100001154 Cum Excess(+) Full Conversion INR

44 Providing and laying 65mm Wearing coat consisting of 40mm th Bituminous concrete, 25mm th Mastic asphalic with tack coat. BI01010001010000000000000515BI0100001155 Sqm Excess(+) Full Conversion INR

45 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. BI01010001010000000000000515BI0100001156 Sqm Excess(+) Full Conversion INR

46 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 Kg each complete as per drawing and Technical specifications. BI01010001010000000000000515BI0100001157 Cum Excess(+) Full Conversion INR

47 ii) ELECTRICAL WORKS:- BI01010001010000000000000515BI0100001158

48 PVC INSULATED FR COPPER CONDUCTOR CABLES: BI01010001010000000000000515BI0100001159

49 Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade 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:- BI01010001010000000000000515BI0100001160

50 Overall size 1.5sq.mm (Un-sheathed) BI01010001010000000000000515BI0100001161 mtr Excess(+) Full Conversion INR

51 XLPE INSULATED UN-ARMOURED CABLES (LOOSE): BI01010001010000000000000515BI0100001162

52 Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-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:- BI01010001010000000000000515BI0100001163

53 Overall size 10sq.mm (4Core) Un-armoured (Loose) BI01010001010000000000000515BI0100001164 mtr Excess(+) Full Conversion INR

54 Overall size 25sq.mm (4Core) Un-armoured (Loose) BI01010001010000000000000515BI0100001165 mtr Excess(+) Full Conversion INR

55 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). BI01010001010000000000000515BI0100001166

56 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) BI01010001010000000000000515BI0100001167 Each Excess(+) Full Conversion INR

57 Fixing additional length of earthing with G.I. wire/ rope in G.I. pipe (Flushed in wall and floor) with sockets, elbows and Steel hooks including the cost of cutting and filling up of chases (with finishing the surface):- BI01010001010000000000000515BI0100001168

58 Additional length G.I. wire 7/14 S.W.G. (7/2.18mm dia.) in 20mm dia. G.I. pipe (Flushed) BI01010001010000000000000515BI0100001169 mtr Excess(+) Full Conversion INR

59 MINIATURE CIRCUIT BREAKERS: BI01010001010000000000000515BI0100001170

60 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:- BI01010001010000000000000515BI0100001171

61 MCB Single Pole 6-32amp. (10kA, Curve-C) BI01010001010000000000000515BI0100001172 Each Excess(+) Full Conversion INR

62 MCB Four Pole 50, 63amp. (10kA, Curve-C) BI01010001010000000000000515BI0100001173 Each Excess(+) Full Conversion INR

63 MCCB's (MOULDED CASE CIRCUIT BREAKER): BI01010001010000000000000515BI0100001174

64 Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubical type) in the existing Cubical Panel (confirm to IEC:60947-2) having Ics=100% Icu, 100% neutral with spreader links and relevant PWD general specifications complete with G.I. Bolts, Nuts & Connection on both sides of MCCB with suitable size of thimbles etc:- BI01010001010000000000000515BI0100001175

65 MCCB Four Pole 63/80/100amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting BI01010001010000000000000515BI0100001176 each Excess(+) Full Conversion INR

66 MS SHEET ENCLOSURE FOR MCCB's: BI01010001010000000000000515BI0100001177

67 Supply & Erection of indoor type MCCB enclosure of suitable size having provision for MCCB with extended rotary handle. The Enclosure shall be made from 14/16 SWG CRCA sheet, confirming to IS 8623/1977-82. The door should be double folded without edge and the gasket should be ‘S’ type puffed neutral rubber gasket for long life. The hinges of the door should be bolted type with double hole arrangement. The Enclosure door lock should be quick openable type spring loaded. There should not be any special tool or key to open the lock. The Enclosure will be wall mounting type having provision for cable entry from bottom/top with cable glands etc. The sheet metal is sprayed with corrosion resistant etch primer. The finishing treatment shall be applicable with air drying paint (7/9 tank Powder coated process should present in company pemises) after necessary putty work:- BI01010001010000000000000515BI0100001178

68 MS Sheet Enclosure having provision for MCCB 40-160Amp.with extended rotary handle (Approx. Size 500mm x 300mm x 200mm) BI01010001010000000000000515BI0100001179 each Excess(+) Full Conversion INR

69 Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:- BI01010001010000000000000515BI0100001180

70 GI Earth rod 20 mm dia., 3 mtr. Long BI01010001010000000000000515BI0100001181 Each Excess(+) Full Conversion INR

72 S/E of Microprocessor Based Street Light Controller with digital time switch daily programmed with stand by lithium battery with back up of 6 years with min. time between 2 switching operations is 1 minute, three pole power contactors 40A. with coil voltage 220-230V AC with 1 no. aux. contact NO, MCB 2 pole 40amp. (C-Curve, 10kA) & power wiring with single core PVC insulated FR cable 10 sq. mm and control wiring with PVC insulated FR cable 1 sq. mm, 1 no. two position selector switch to bypass timer and other accessories & petty material (din rail, 4 pole bakelite terminal strip 63A/ 440V AC, required nut bolts) should be fixed on bakelite sheet 6mm thick to be mounted in a IP54 surface/ flush mounting powder coated sheet metal (1.60mm thick) cabinet having size 450mm x 600mm x 150mm to switch ‘ON’ all the 3 phases & switch ‘OFF’ 3 phases pre-fixed timings complete in all respect as per satisfaction of Engineer-in-charge:- BI01010001010000000000000515BI0100001183

73 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. (C-Curve,10kA) & petty material (Din rail, 2 Nos. 4 pole bakelite terminal strip 63A/ 440V AC, required nut bolts) BI01010001010000000000000515BI0100001184 Each Excess(+) Full Conversion INR

74 GALVANIZED OCTAGONAL POLE BRACKETS: BI01010001010000000000000515BI0100001185

75 SINGLE/ DOUBLE ARM BRACKETS: BI01010001010000000000000515BI0100001186

76 Supply and erection of bracket for galvanized octagonal pole, the bracket should be fixed on the top of the pole having top outer dia. 70mm to 90mm (A/F) complete in all respect as approved by the Engineer-in-charge at site:- BI01010001010000000000000515BI0100001187

77 Double arm bracket 1.5 metre long for galvanized octagonal pole BI01010001010000000000000515BI0100001188 Each Excess(+) Full Conversion INR

78 GALVANIZED STEEL OCTAGONAL POLES FOR WIND VELOCITY OF 169 Km/ HOUR: BI01010001010000000000000515BI0100001189

79 Supply and Erection of Galvanized Steel Octagonal Pole (Sheet Thickness 3mm) with base plate designed to withstand wind speed 169 km/hour of suitable length Sheet Steel Confirming to IS 2062 : 2011 E350B0 (Yield Stress must be min 355Mpa and Tensile Strength min 470Mpa which is equivalent to BS-EN10025S355J or ASTM-572A GR-50) and thickness of Hot dip galvanization coating (70microns) conforming to IS:2629/ IS:2633/ IS:4759: BSEN-ISO-1461-1991 OR ASTM A 123/A123M-02. The pole shall be in single piece hot dip galvanized and shall be tapered towards the top. The bottom section shall have openable slot with exterior surface door & shall have suitable locking arrangement for housing three phase four wire cable connection, Bakelite sheet, MCB, loop in and out arrangement for incoming/ outgoing cables. There shall be suitable arrangement for earthing. Rigid Base plate of suitable size and thickness shall be welded inside and outside at the bottom of pole with provision for fixing 4 foundation bolts. The Octagonal Pole shall be bolted on pre- cast foundation with a set of four foundation bolts of EN-8 Grade with thread portion hot dip galvanized for greater rigidity. The foundation shall be erected over cement concrete M20 with steel of given size as per design of original pole manufacturer to fixed up to a required planting depth below ground level as required. BI01010001010000000000000515BI0100001190

80 Galvanized Octagonal Pole Overall Length 8 metre (Sheet thickness 3mm), Top dia.(A/F) 70mm and bottom dia. (A/F) 135mm, Foundation size below G/L 550mm x 550mm x 1500mm, 4Nos. Foundation Bolts size 20mm dia., Length≥750mm with Base Plate Dimensions 225mm x 225mm x 16mm Thick BI01010001010000000000000515BI0100001191 Each Excess(+) Full Conversion INR

81 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES: BI01010001010000000000000515BI0100001192

82 Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1/2mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:- BI01010001010000000000000515BI0100001193

83 Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.) BI01010001010000000000000515BI0100001194 mtr Excess(+) Full Conversion INR

84 SHEET METAL CUBICAL PEDESTAL, TOWER STRUCTURES, HT & LT LINE ITEMS, MS CHANNELS, BRASS GLANDS, ALUMINIUM & COPPER THIMBLES: BI01010001010000000000000515BI0100001195

85 CUBICAL PEDESTAL: BI01010001010000000000000515BI0100001196

86 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:- BI01010001010000000000000515BI0100001197

87 Cubical Size 900mm high, 600mm wide and 350mm deep with platform dimensions 700mm x 450mm x 450mm BI01010001010000000000000515BI0100001198 Each Excess(+) Full Conversion INR

88 Cubical Size 1200mm high, 900mm wide and 350mm deep with platform dimensions 1000mm x 450mm x 450mm BI01010001010000000000000515BI0100001199 Each Excess(+) Full Conversion INR

89 Supply and erection of 90w LED street light with pressure die-cast housing, high performance polycarbonate optics and IP66 ingress protection. Top openingdriver cover for easy maintenance. Efficacy minimum 120 lm/W. complete in all respects as approved and desired by the Engineer-in-charge at site. LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No: AT/2021/GL/1410-1422, Dated: 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory. BI01010001010000000000000515BI0100001200 Each Excess(+) Full Conversion INR

90 Supply & erection of LED Panel based Solar Bilinker unit with SPV Module mounted on 1 No. Blinker Pole 8 mtr long. The blinker shall also have 1 Nos. IP-65 Approved Polycarbonate signal head assembly consisting of LED Panel with 190 LEDs of Red/Amber colour with minimum 5000mCd intensity. The solar blinker shall have 1 Nos. sealed maintenance battery of Exide make (Capacity- 42Ah Model EP-42-12) and 1Nos. Solar Panels of 40Watt 12Volts . A battery box shall be provided to house the Blinker/solar charger unit and above battery. The solar charger should be intelligent charger and should provide for Low/High Voltage Cutoff and trickle charging. An MS Frame with theft proof arrangement for fixing of solar panel should also be provided. The Solar panel unit will be painted with 2 coats of golden yellow paint after applying one coat of primer. The entire above unit shall be mounted on MS Pole of 100mm dia A Class 8 mtr long in two parts. 2 mtr 75mm dia and 6.1mtr 100mm dia long duly welded for mounting of Solar Blinker Panel Unit as requirement at site. The pole should be painted with primer red oxide and two coats of golden yellow synthetic enamel paint. The pole should have the provision for mounting of junction box with batteries and charger electronic circuit, Signal Head Assembly, Solar Panel etc. 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 200mm dia 5mm thick M.S. Plate at the bottom. Erection of Solar Blinker unit including wiring and mounting frame of the same on 4" dia MS Pole and grouting the entire unit in 1:3:5 Cement Concrete upto 5 feet deep in ground and complete wiring etc as per satisfaction of Engineer-in-charge at site.complete in all respects as aproved by the Engineer in charge at site. BI01010001010000000000000515BI0100001201 Each Excess(+) Full Conversion INR

91 Add cost of Heritage & Cutlural Cess @ 1.00% BI01010001010000000000000515BI0100001202 Percentage Excess(+) Full Conversion INR

92 Routine Maintenance Work (Part-II) Routine maintenance after completion of construction work as per periodicity to routine maintenance mention in the technical specifications. BI01010001010000000000000515BI0100001204

93 1st Year after completion (Defects Liability Period) BI01010001010000000000000515BI0100001205 0.000 Per Km Excess(+) Full Conversion INR

94 2nd Year after completion BI01010001010000000000000515BI0100001206 0.000 Per Km Excess(+) Full Conversion INR

95 3rd Year after completion BI01010001010000000000000515BI0100001207 0.000 Per Km Excess(+) Full Conversion INR

96 4th Year after completion BI01010001010000000000000515BI0100001208 0.000 Per Km Excess(+) Full Conversion INR

97 5th Year after completion BI01010001010000000000000515BI0100001209 0.000 Per Km Excess(+) Full Conversion INR

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