Routine Maintenance and Incident Management Four lane Rohtak-Bawal Section of NH-352 (Old NH-71) from Km. 363.300 (intersection with NH-09) to Km. 446.955 (intersection with NH-48) in the State of Haryana.

FINANCIAL BID FORM

To From: (Name of Firm)

Regional Office, Chandigarh, National Highways Authority of India, NHAI Building, Sector - 30B, Chandigarh (UT) - 160030, (Near Sector – 29-30 Traffic Light, Opposite 30 C Market) Phone no. 0172-2586818

Name of work: Routine Maintenance and Incident Management Four lane Rohtak-Bawal Section of NH-352 (Old NH-71) from Km. 363.300 (intersection with NH-09) to Km. 446.955 (intersection with NH-48) in the State of Haryana.

Reference letter No. `

1. Having examined the site of works and Bid Documents, comprising Instructions to Bidders, Scope of works, Conditions of Contract, Technical Specifications, Bill of Quantities and schedules for the execution of the above named works, we, the undersigned offer to execute and complete such works and remedy any defects therein in conformity with the said bid documents for the sum as offered in the online financial bid form or such other sum as may be ascertained in accordance with the said Bid documents.

2. We undertake, if our Bid is accepted, to commence the work within fifteen (15) days of receipt of the order to commence, and to complete and deliver the sections and whole of the works comprised in the Contract within the period stated in the bid hereto.

3. If our Bid is accepted, we will furnish Performance Security (ies) in the form of a Bank Guarantee to be jointly and severally bound on us, in accordance with the Conditions of Contract.

4. We agree to abide by this Bid for the period of One Hundred & Twenty (120) days from the last date fixed for Bid Submission and it shall remain binding upon us and may be accepted at any time before the expiry of that period.

5. We confirm our agreement to treat the Bid documents and other records connected with the works as secret and confidential documents and shall not communicate information contained therein to any person other than the person authorized by the Employer or use such information in any manner prejudicial to the safety and integrity of the works.

6. Unless and until an agreement is prepared and executed, this Bid, together with your written acceptance thereof, shall constitute a binding Contract between us, but without prejudice to your right to withdraw such acceptance without assigning any reasons thereof.

7. We understand that you are not bound to accept the lowest or any bid you may receive.

Yours faithfully

**Name and Designation of the authorised signatory

** Certified copy of Power of Attorney/Authorization for signature shall be furnished by the bidder.

Bill of Quantities (BOQ)

Name of work: Routine Maintenance and Incident Management Four lane Rohtak-Bawal Section of NH-352 (Old NH-71) from Km. 363.300 (intersection with NH-09) to Km. 446.955 (intersection with NH-48) in the State of Haryana.

Sr No. Description Unit Quantity Rate per unit Amount (In Rs)

A. Incident Management

1 Providing, running and maintaining Route Patrol Vehicle, which shall continuously patrol the highway in a stretch and shall remain in contact with the control room at the toll Plaza on a real time basis. The patrol shall render assistance to users in distress and disabled vehicles through own intervention or by calling for assistance from control room , crane operators or ambulance as required. The patrol shall promptly clear the road of any obstructions, where the it take times to be cleared, the section shall be cordoned off by placing traffic cones which shall be illuminated during night. The specification of Patrol Vehicle including equipment and man power are given in Annexure C mentioned under clause 12.10 of IRC SP 84 2019. The work shall be done as per directions of the Engineer In-Charge. Month 24 250000

2 Providing Toe Away Crane of adequate capacity at each Toll plaza location with all necessary equipment so that it can reach the site of incident within 30 minutes of call and clear the disabled/accidental vehicles . It shall also be fitted with a GPS based Vehicle Tracking system to monitor its movement on 24 hours X 7 days of a week basis. The work shall be done as per directions of the Engineer In-Charge. Month 24 200000

3 Providing & Operation of Incident Management Center including manpower, systems, electricity, water and other consumables etc. on the highway with round the clock deployment of at least on manager to coordinate all the activities of incident management vehicles. The item shall include VTS, generating reports & operation (24x7). The work shall be done as per directions of Engineer In- charge. Month 12 70000

B. Routine Maintenance

4 Removal of unauthorized boards/hoardings & dead animals/birds Removing the dead animals/birds laying on the complete Highway length and burying them at proper safe locations outside ROW complete in all respect with all lead and lifts as per para 6.8 'Performance Standard' of scope of work of IRC SP 84 2019 and as per direction of the Engineer in charge. Removal of unauthorized boards/hoardings within ROW including gas cutting if required and stacking, transportation, depositing the said material with department, etc complete as directed by the Engineer- in- Charge. Km-Month 1003.86 460.07

5 Maintenance of median and existing plants by basin making, weeding-hoeing, cleaning, watering, mixing good earth and manure, leveling and dressing of median, uprooting and removal of weeds, cutting grass, disposal of all muck within all leads and lifts outside ROW regularly to keep the median clean and plantation in healthy and good condition. The job also includes the cleaning and removal of spilled over earth from median to main carriageway in the portion adjacent to the kerbs all along the median complete in all respect and also includes watering of plants and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC provision and as directed by Engineer in charge Km-Month 334.62 8482

6 Cleaning of MCW, Slip/Service Roads, Median Drain, Side Drains, Earthen Shoulder, Avenue Plantation: Carrying out the proper cleaning and removing of Dust/Silt/trash/plastic/rubbish/garbage/waste from the carriagway (Unit length for total width of carriagway LHS+RHS including median width within ROW land) by mechanical means and from shoulder up to toe line of the embankment including side slopes manually and disposing of the waste material at a suitable place outside ROW with vehical tracking system with all leads and lifts complete in all respect and manually if required and as directed and approved in maintenance manual by engineer incharge.

For cleaning of MCW (Both Sides) (63.49 Km) Km - Month 334.62 4820

For cleaning of SR (Both Sides) (13.35 Km) Km - Month 85.8 2410

7 Carrying out the proper cleaning, and removing of dust/silt/trash/ plastic/rubbish/ garbage/waste including from the carriageway and slip/service road, (unit length for total width of carriageway LHS+RHS Including median width and service/slip road), foot paths, verges (Including the verges central median), drains (lined & unlined) by mechanical means and from shoulders up to ROW manually and disposing of the waste material at a suitable place outside ROW with vehicle tracking system with all leads and lifts complete in all respect and manually if required and as directed and approved in maintenance manual by the engineer incharge. Km-month 334.62 4817.86

8 Cleaning slab/box type culverts, Major & Minor Bridges and pipe culverts, Side slopes including clearing, cleaning and reshaping of upstream and downstream faces of those culverts with in the ROW. The Job includes disposal of excess material recovered site including vegetation outside ROW with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintenance Standard clause no.6.5 of IRC SP 95-2011.

a Major /Minor Bridges Nos 44 2840

b Slab/Box type culverts/Pipe culvert Nos 432 1420

9 Clearing, cleaning, desiling and removal of dirt, silt and vegetation from expansion joints, water spouts, vent holes, vegetation around the structure up rooting of wild vegetation from ROW, RE wall, slope etc.& similar operation each time over bridge/fly over/Underpasses etc. as directed by the Engineer-in-charge. Km-Month 334.62 455.35

10 Removal/ Clearance of slush from wet drains by mechanical means from the lined Drains as per instructions and maintenance manual approved by Engineer in Charge and disposal of slush, with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintenance Standard given IRC SP 95-2011 in complete aspect. Running Meter- Month 76410 55.37

11 Supplying,planting & maintenance of permanent shrubs. 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 pit size (.60 m x .60 m x .60 m ). Supplying and planting permanent shrubs (Tecoma) in prepared pits and watering complete in all aspect as per specification given in IRC SP 21: 2009 and directions of the Engineer-In-Charge. Further, maitenance and ensuring mortality 100%. Nos. 49263.333333333336 105

Retro Reflective Printed Sign Board Facia with 10 year warranty- Design, manufacturing and assembly of retro reflective sign face (measured in Sq. or rectangular shape) made from micro prismatic Type XI sheeting as per ACM. Special Inks used for printing letters / legends / directions / theme shall be certified for low volatile organic compound emission & shall be water based ink (non solvent & non eco solvent ink) with durability of 10 year atleast. The reflective sheeting signage facia shall be covered with ultra voilet overlaminate transparent film. The signage facia shall be warranted for 10 years as per IRC 67 and shall be supplied with government test report of 3 year outdoor weathering test conducted in India condition on base reflective sheeting as per IRC 67-2012 and as per direction of Engineer in-charge within all leads and lifts. (Type XI) Sqm 1000 7303

12 Maintenance of unpaved shoulders and slopes on both sides of the carriageway including the shoulders of service road, if any. It includes removal or Rank vegetation/weeds, Blading/grading at the required camber using motor grader, Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally construced cross section on cuts and fills slopes/ shoulders conforming to Technical Specifications clause no. 3002, 3003. The work also include disposal of surplus material outside ROW and addition of selected soil conforming to Technical Specification clause no. 305 brought from borrow areas located outside ROW. It includes cleaning of dust/dirt from existing MBCB/Guard Rail etc. with water and detergent within ROW. It also includes routine maintenance such as cleaning/straightening of all types of road signs including Gangries, road studs and delineators etc. and also removal of unauthorized boards within ROW including transportation to nearest suitable location and as directed by the Engineer-in-charge. Km - Month 277.54 9394

13 Removal of excess soil from median/shoulder by mchanical means 30 mm below from Kerb level including transportation to nearest suitable location and maintenace of depressed earthen shoulders accordance to directed by the Engineer-in-charge/Authority. Cum 106517.40000000001 30.8

14 Minor repair of damaged Single faced W-Beam metal crash barrier made out of members. Job includes repair of old damaged member and neatly refixing the old member in all respects including straightening of members, as directed by Engineer in charge including Fasteners and fixing etc complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC

Repair of Damaged Post/W Beam Rmt. 5000 457

Replacement of Damaged Post/W Beam Rmt. 3000 1437.5

15 Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long , , within all lead and lift complete as per MoRTH specifications clause no 811, IRC : 119-2015 and directions of the Engineer In-Charge. Per Meter 10000 3625.24

16 Cast in situ Cement Concrete M20 Kerb Construction of cement concrte kerb with top and bottom width 115mm and 165 mm respectively, 250mm high in M20 grade PCC on M-10 grade foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complte as per clause 408 Per Meter 5800 319.25

17 Kerb Painting & RCC Barrier Painting - Painting two coats after fillling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 8000 58.93

18 Reinforced cement Concrete Crash Barrier Provision of an reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-35 grade concrete with HYSD reinforcement conforming to IRC 21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per dimensions in the approved drawing including precast which are portable and installed including all lifts and lead at locations directed by the Engineer, all as specified. Per metre 2000 2996.428571428571

19 Road Marking with Hot Applied Thermoplastic Compound with reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including eflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Sqm 12000 541.96

20 Blinkers (without pole) with ultra bright red colour LED, 12 v solar panel and having frequency of minimum 40 flashes per minute confirming to standards of IRC:55-2014 complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge. Nos. 40 5892.86

21 Pole Mounted Blinker with ultra bright red colour LED, 12 v solar panel, pole of 4 mtr height and having frequency of minimum 40 flashes per minute confirming to standards of IRC:55-2014 complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge. Nos. 40 14000

22 Moulded Shank Road Stud 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 capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values@ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded 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 Methacrylate 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. Nos. 2000 241.07

23 Solar RPM/ Stud 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 illumination in all directions. The solar stud shall also have high reflective polycarbonate/ methyl methecrylate 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 marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. Nos. 1500 2583

24 Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade complete as per drawings and Technical specifications conforming to MORTH specifications clause no. 803 and as per directions of the Engineer In Charge Sqm 5000 59.82

25 Road Delineators Providing and fixing of standard metal delinators as per IRC 79-2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per class c table specifications. The delinator shall be pasted on the both sides. The structure shall have height not less then 800 mm above ground width not less than 100 mm and shall extend not more than 300 mm below groound while being installed. The delinator shall have grooves across the lengthto make the reflective sheet vandal proof. The delinators is meant for application on gaps in median, Traffic Islands etc. or as desires by the site engineer. The product shall be provided with 3 year outdoor warranty report tested in india condition as per IRC 67-2012 requirement. The work shall be done as per direction of the Engineer In Charge Nos. 2000 2141.07

26 Providing fabricating, erecting, fixing & Painting of Pedestrian Gurd Rail upto height of 2.I mtr abovel the gruond as per approved drawing and MORT&H specification at the locations direction off the engineer-in-charge. (1) Providing. fixing and crecling of panted stecl pipe railing as per approved drawing and as per Mort&h section 800. (2) Providing and applying Two coals of Epoxy Primer on stcel surface aſter througlı cleaning of surface. (3) Providing and applying two coats of ready mix Synthetic Enamcl Paint of approved brand on stcel surface after through cleaning of surface to give an even shade. RM 3000 6535

Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant moldedthermoplastic body along with floroscent yellow colour retro-reflective Class C sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Class C Yellow sheeting as per IRC 67-2012 . The flexible median marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0 mm and shank depth of minimum 30mm. The retroreflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The Flexible Median Marker shall be tested from Government Lab for reboundability and tensile testas per IRC 79 :2019. Nos. 2000 331

27 GSB: 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, carriage of mixed Material to work site, 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. Cum 1000 1196.4285714285713

28 WMM: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, 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 as per technical clause 406 of MORT&H Cum 800 1174.1071428571427

29 Prime Coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications. Sqm 5000 37.49999999999999

30 Tack Coat with 0.25 Kg/Sqm - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. Sqm 5000 12.499999999999998

31 DBM - Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, 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 No. 505 of MORT&H specifications. Cum 1000 6657.142857142857

32 Bituminous Concrete (Grading-I) - Providing and laying 50 mm - 65 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.2% per cent of mix and filler, transporting the hot mix to work site, 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 per MORTH specifications. Cum 1000 7757.142857142856

33 Filling Pot-holes and Patch Repairs with 3004.2 Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 of MORT&H specifications. Sqm 12000 296.43

34 Depositing the electricity bills for street lighting/high masts etc. monthly of electric supply of the project Highway to concerned Electrical department without lapses of days with satisfactory of IE/AE and Authority and supplying the proof of deposition & bills for reimbursement on actual basis. Rs-Month 12 100000

35 Providing and fixing factory made precast RCC drain covers, having concrete of strength not less than M-25, of size 1500 x500x150 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, and Technical Specifications conforming to MORTH specifications clause no. 1500, 1700 & 2200 and as per directions of the Engineer In-Charge with all leads and lifts complete in all respect. Nos. 1000 1975

37 Restoration of Rain Cuts The work shall consist of earthwork for restoration of raincuts in the embankment and shoulders using suitable material and compacting the same as per procedure given in Clause 3002 of MoRTH and directions of the Engineer- In-Charge.

a Restoration of Raincut with Soil Cum 2000 183.93

b Restoration of Raincut with Granular sub base Cum 1000 1196.43

38 Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts Hour 2000 702.68

39 Hire charges for JCB with bucket capacity of 0.4 to 0. 75 cum with fuel and driver Per Day 250 5715

40 Retro Reflective Sheeting Tape of size 75X75 mm on the vertical posts of existing W beam crash barrier complete as per MoRTH specifications clause and technical clause IRC:55-2014 and direction of Engineer-in-charge within all leads and lifts as per approved drawings. Nos. 7000 32

41 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per clause 801 of MoRTH Specifications for Roads & Bridge Works and IRC : 67 (2022) made of class -C Micro Prismatic Grade Sheeting of Type XI retro reflective sheeting. The retro-reflective sheeting shall have manufacturer logo, watermark and lot number on the sheet. A QR (Bar) code shall also be placed on the backside of the sign board with an indelible ink. For signs above 600mm size, retro reflective sheet shall be fixed over 2 mm thick aluminium sheeting vide or 4mm thick Aluminium composite material sheet vide clause 801 of MoRTH Specifications for Roads & Bridge Works. For signs above 600mm sizes, sign shall be fixed over back support frame of minimum 35 x 35x 3 mm angle Frame. For signs above 600mm size, Signs shall be supported on GI circular pipe 80 NB, 3.2 mm thickness confirming to IS 1239. Retro-Reflective sheet shall be fixed on Substrate with Pressure Sensitive Adhesive. The Substrate shall be firmly riveted on Angle Frame @ 200mm spacing with Aluminium Pop rivets using Pneumatic Guns. The Angle frame shall be firmly fixed with high strength bolts, washers nuts conforming to IS1364 and IS 1367 on Sign Support Pole. Sign Supports shall be firmly fixed to the ground by means of properly designed foundation with M 25 grade of cement concrete 45 cm x 45 cm x 60, 60 cm below ground level as per approved Drawings All Components of signs and supports including Angle Frame, Bolts, Nuts, Washers, etc. other than the reflective portion shall be galvanized by hot dip process (Zinc coated, 0.55 kg/sqm; minimum single spot) unless otherwise specified. All galvanizing shall be done after fabrication. Alternate white and yellow bands measuring 50 mm long retro-reflective sheeting shall be pasted around GI posts which help in ensuring the visibility/Presence of poles during night time even if the sign boards are stolen or totally vandalized. Minimum four bands of such retro-reflective sheeting shall be pasted starting from a height of 0.5 m above the finished road level. The messages (legends, letters, numerals, etc.) and borders as per clause 6.8 of IRC 67 shall be digitally printed. Finished Signs shall have an Ultra Violet (UV) protective clear overlay applied to the entire face of the signs supplied by reflective sheet manufacturer. The agency shall submit 10 years warranty for satisfactory field performance for type XI retro reflective sheeting from the retro-reflective sheet manufacturer confirming to clause 6.7 & 6.9 of IRC 67. Agency shall submit a certified copy of test reports from an Government laboratory/ Institute conforming to clause 6.7 & 6.9 of IRC 67 including 3 years accelerated outdoor weathering for the retro reflective sheeting. The Agency shall submit the sign convertor (manufacturer) name with details of essential equipment available with convertor in his fabrication shop such as digital printer, cutter, plotter, laminator, Galvanizing plant, etc. T. The sign supports and its foundation details are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all signboards and Direction Boards

a 90 Cm Equilateral Traingle (Aluminium Sheet) Nos. 40 8120

b 75 Cm Equilateral Traingle (Aluminium Sheet) Nos. 40 6820

c 90 Cm Circular (Aluminium Sheet) Nos. 30 10272

d 75 Cm Circular (Aluminium Sheet) Nos. 40 8419

e 80 Cm x 60 Cm Rectangular (Aluminium Sheet) Nos. 40 9596

f 75 Cm Octagon (Aluminium Sheet) Nos. 40 9218

g 90x75 rectangluar (Aluminium Sheet) Nos. 20 10399

h 80x60 rectangluar (Aluminium Sheet) Nos 20 9596

42 Providing and fixing Place identification sign board 1200x1200 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type-XI as per ASTM D 4956 – 09 and as per IRC 67 – 2022 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 and directions of engineer in charge including all leads and lifts. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2022 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2022 complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts (Type XI Sheeting as per provision of IRC 67 2022) Nos. 30 14183.04

43 Road Furniture NA Cautionary Sign Boards Advance Direction signboard 1200x1800 Rectangle as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm 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 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 Nos. 25 16933.92857142857

44 Providing and fixing Advance Direction sign board 2650x2650 mm square as per IRC 67-2022 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 - 09 and as per IRC 67-2022, fixed over 4mm thick cluminimum 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 riverts @ 200mm c/c to back support grame of supported on two mild steel angle iron post 65x65x65mm firmly fixed to ground in foundation concrete M-25 sixe 0.60x0.60x0.75m for vertical post complete in all respects s per MoRTH technical specifications clause 801 and direction of Engineer-in-charge within all leads and lifts. Supplier shall provide a 10 year warranty as per clause 6.9 of IRC 67-2022 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2022 complete in all respect and as per directions of Engineer in-charge. Nos. 30 25446.429

45 Providing and fixing Accident Prone Area sign board 2650x2650 mm square as per IRC 67-2022 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 - 09 and as per IRC 67-2022, fixed over 4mm thick cluminimum 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 riverts @ 200mm c/c to back support grame of supported on two mild steel angle iron post 65x65x65mm firmly fixed to ground in foundation concrete M-25 sixe 0.60x0.60x0.75m for vertical post complete in all respects s per MoRTH technical specifications clause 801 and direction of Engineer-in-charge within all leads and lifts. Supplier shall provide a 10 year warranty as per clause 6.9 of IRC 67-2022 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2022 complete in all respect and as per directions of Engineer in-charge. Nos. 35 25446.429

46 Providing and fixing Two Way Hazard Sign Board-Mandatory sign board 600 mm Circular with Hazard plate as per IRC 67-2022 with retro reflective high intensity micro prismatic grade sheeting fixed over 3 mm thick aluminum ACP sheet with 25x25x3 mm angle iron frame supported on a mild steel angle iron post 65x65x6 mm angle iron post 65x65x6 mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.45 m for vertical post complete as per Technical Clause 801 of MORT&H specifications and direction of Engineer-in-charge within all leads and lifts (Type XI Sheeting as per provision of IRC 67 2022) Nos. 50 6530.36

47 Single Chevron Sign board Providing and fixing Single Chevron Sign board as per clause 15.63 peof IRC 67-2022 with retro reflective high intensity micro prismatic grade sheeting fixed over 2mm thick aluminum sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.75m for vertical post complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts (Type XI Sheeting as per provision of IRC 67 2022) Nos. 200 2232.14

48 Hazard Marker sign board Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with 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 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.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 including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. Nos. 100 3605.3571428571427

49 Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications

5th kilometre stone (precast) Nos 32 3549.1071428571427

Ordinary kilometre stone (precast) Nos 60 2077.678571428571

200 meter stone Nos 640 622.3214285714286

50 Dismanting of cement Concrete Pavement by mechanical means and hauling the milled material up to 10Km and stacking at nearest recycling plantsite. Cum 1053 973

51 Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer 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 drawing, complete as per clause 602 of MORT&H specifications. Cum 1053 5268.749999999999

52 Providing and laying PCC M-15 for median at least 100m on either side in median for every junction on the Project Highway for proper visible of the traffic on Cross roads and for the Convenience safety of the road users as per IRC SP:84 2019 complete as per Drawing and Technical Specification and direction of Engineer Incharge. Cum 1920 3983.928571428571

C (Repair/Maintenance/Restoration of Toll Plazas, Admin Building, Incident Building (At Dighal Toll) + Balance work of Admin Buidling + Toll Plaza (At Gangaicha Jatt Toll Plaza) falling on Project Highway of NH-352.

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes. Sqm 225.04 539.2857142857142

Providing and fixing in position factory made non asbestos fibre reinforced aerated cement sandwich wall/roof/floor light weight solid core panels made of light weight cement concrete core composed of OPC cement, pulverized Flyash, quick lime, cotton pulp & Gypsum in mortar state mixed with aeration agent in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000. These solid wall panels are installed using Galvanized iron steel tracks/C channel of 1 mm thick of required sizes as recommended by manufacturer's and fixed to floor and RCC soffit in plumb to each other with steel screw/fasteners. The panel shall be fixed vertically with tongue & groove joint with cement based polymer modified jointing compound. The exposed surface finished with fibre mesh/glass fibre tape with polymer based jointing compound having superior flexibility. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except ''tracks/C channel" which will be paid separately). Sqm 418 1116.0714285714284

Providing and Fixing of 150mm downtake runner pipes for the Drainage Spouts including clamps,nuts,bolts Fixtures and fastening,Screws,couplers,tees,elbows,reducers, enhancers etc. and dismantling of Old and damaged runner and down takes pipes, complete in all respects to the satisfaction of AE/IE and Authority and as per MORT&H Specifications. RMT 360 180

Supply and Erection canopy lights of 250 watt LED flood light(of Bajaj, Philips, havells made) Fitting of LED 40 lux LED flood light with cast aluminium body & toughened glass including the cost of all accessories as supplied by the manufacturer including the cost of all labour and material required to complete the job in all respect upto the Entire Satisfaction of the Engineer-in-Charge of the work. nos 120 8750

Providing and fixing of Aluminium doors including fixing of glasses, clamps, nuts, bolts Fixtures and fastening, Screws, couplers etc. and dismantling of old damage doors as per site requirements in all respects to the satisfaction of AE/IE and Authority and as per MORT&H Specifications. nos 10 4200

Providing and fixing the Yellow and black Rubber Speed breaker as per IRC Specification (IRC:35 & IRC:67) for Toll plazas to Control the Speed of the Vehicles as per directed by the Engineer encharge in all respects to the satisfaction of AE/IE and Authority and as per MORT&H Specifications. Rmt 108 1750

Providing and fixing of 8 mm thick heavy duty MS hinged Steel cover for Chambers (@70 kg/Sqm) including surrounding handle, Qabza etc. as per directed by the Engineer encharge in all respects to the satisfaction of AE/IE and Authority and as per MORT&H Specifications. Sqm 14.3 4186

Proving and fixing of C-Type Channel Size 200x75x6.2 mm for plaza (@22.30 Kg/Mtr) Canopy including existing design, all accessories, fixing of Nut bolt, Welding etc. with replacing of old Channel as per site requirements with all respective manner of engineer In-charge and to the satisfaction of AE/IE and Authority and as per MORT&H Specifications. Rmt 120 1333.54

Wrought Iron and Mild Steel Welded Work (Wrought iron and mild steel welded work using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including provide the MS rods, pipe etc. at own cost and cost of screens and welding rods or bolts and nuts complete fixed in position with all respective manner of engineer In-charge and to the satisfaction of AE/IE and Authority and as per MORT&H Specifications. Quintal 1.4 10238

Providing and fixing MS Corrugated sheet Including cutting of Old damage Ms Sheet, Cost of Fixers and fastnings, Clamps, J-Hooks,Nuts and Bolts etc complete in all respects as per site conditions to the satisfaction of Engineer incharge, and as per MoRT&H Specifications Matching to the same as per old Sheet Work. Sqm 220 286

Repair and maintenance of Toll Plazas including electric fixtures & fitting in all respect as per directions of Engineer in Charge in 500m of Toll including High Mast, Street Light, Toll Booths (Lights, Doors, Booth Fixtures, Roof cover & Support system etc.), Canopy Sheet, Tunnel etc. at Dighal Nos 3 100000

Providing and replacing of Microtek 30 KVA UPS for handling of toll plaza server at Dighal and Gangaicha Jat Toll Plaza including all assoceries of fitting, wireing etc. as required and satisfactory of engineeer In-charge and Authority, For Dighal toll Plaza. Nos. 2 283000

Providing and fixing of Daikin 0.8 Tonn Split Air conditioner for toll plaza booths including , complete with all respect with technical specification and directed by engineer In-Charge. Nos. 20 25650

Providing and fixing of Blue Star 80 L Stainless Steel 2 Faucets Water Cooler SWC4080PS for both toll plaza as directed by enginner In-chareg. Nos. 3 36085

Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-1 O grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Metre 800 217.85714285714283

Chequered terrazzo tiles 22 mm thick (light shade) Sqm 450.75 183.92857142857142

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per drawings and Technical Specifications conforming to MORTH specifications clause no 2800 and as per directions of the Engineer In-Charge. Sqm 1.2856999999999998 685

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade Sqm 1837 27.678571428571427

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade Sqm 8131.3238900000015 44.64285714285714

Dismantling of cement Concrete Pavement by mechanical means and hauling the milled material up to 10Km and stacking at nearest recycling plant site. Cum 971.9999999999999 973

Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer 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 drawing, complete as per clause 602 of MORT&H specifications. Cum 971.9999999999999 5268.749999999999

Providing of Cello Metallo Chair with Steel Legs Brown with all arrangements for toll plaza booths including , complete with all respect with technical specification and directed by engineer In-Charge. Nos. 32 3540

Providing of L Shape Corner Computer Table with all arrangements for toll plaza booths including , complete with all respect with technical specification and directed by engineer In-Charge. Nos. 32 9779

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Sqm 2027.5482 87.49999999999999

Plastering (12 mm thick) with cement mortar (1 :3) on brick work in sub-structure as per MoRT&H 2200 Specifications. Sqm 2105.6437 108.03571428571428

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Sqm 100 569.6428571428571

Providing and supplying of best quality of One Plus Smart Television 65" LED having RESOLUTION- 4K, 3840 x 2160 Pixels, Availability of Wi-Fi, bluetooth etc. as required including assoceries of fitting net, bolt, screw etc. as required and satisfactory of engineeer In-charge and Authority. Nos. 1 55000

Providing and laying of crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture and mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron and length up to 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge. Sqm 108 347.32142857142856

Providing and fixing of door locks along with door hendle as per all technical specification as direction by the engineer encharge. Nos. 20 1578

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (40 mm dia) Nos. 20 57.14285714285714

Providing and fixing white vitreous chinaware battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water (250 ml and 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineerin- charge. Nos. 12 5547.321428571428

Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles and rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top and bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement and self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm and 15 mm integrally extruded in the middle of the lock rail and fixed with styles with the help of PVC solvent cement and self driven self tapping screws of size 100mm x 8 mm complete as per manufacturer`s specifications and direction of Engineer-in-charge. Non decorative finish Sqm 21.6 2469.642857142857

Providing and fixing of wooden doors including nut bolts, handle, locks, kabza etc as required and directed by engineer In-charge. Nos. 5 2000

Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer -in-charge, 200 mm nominal size dia. Metre 210 919.6428571428571

Providing of Cellbell desire pro mild back mesh office chair Adjustable study Chair/computer chair with revolving seat, stylisy backrest, lumber support metal base for work with all assecories and directed by Enginner-Incharge. Nos. 10 3540

Providing of painting with plastic emulsion paint of approved brand and manufacture to give an even shade (One or more Coats) Sqm 1500 41.96428571428571

Providing and laying vitrified floor tiles in sizes 600mm x 600mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete (Size of Tile 500x500 mm). Sqm 272.2 855.3571428571428

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Sqm 77.1865 538.3928571428571

Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings and directed by engineer In-charge. RM 40 1343.7499999999998

Providing and fixing a pair of white vitreous chinaware foot rests size 250x130x30 mm of standard pattern for squatting pan water closet. each 16 153.57142857142856

Providing and fixing white vitreous chinaware pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required 22.23.1 W.C. pan with ISi marked white solid plastic seat and lid each 19 3352.678571428571

Providing and fixing 8 mm dia C.P. I S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. each 16 241.07142857142856

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 12.37.1 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screw. Sqm 36 1399.9999999999998

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 22.1.2 White vitreous chinaware Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 12 1767.8571428571427

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 22.14.2.1 32 mm dia each 9 57.14285714285714

Providing and fixing partitions for different type of urinals. 22.50.1 Vitreous Chinaware Partition plate. 22.50.1.1 Small size 680mm x 330 mm each 7 945.5357142857142

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 each 12 345.5357142857143

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 22.105.1 15 mm nominal bor. each 12 511.60714285714283

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. taking 2 water tanks 2000 litre/toilet block. litre 11000 7.142857142857142

Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge (1400 mm) each 10 2360.7142857142853

Providing and fixing LED light 150 Watt complete in all respect. each 6 2970

Providing and fixing of LED Bulb/ Tube Light complete. each 21 165

Supplying of stainless steel Chair complete in all respect. each 4 3540

Providing and fixing submersible pumb 100mm dia in all respect (i/c GST) complete in all respect. each 4 43186

Provision for (2 X 3 = 6Nos) Chowkidar/Cleaners for Public Toilet for the period of 5 years. Nos. 21900 440

Providing, supplying, fixing electrical fitting with approved material complete as per drawing and Technical specification or as directed by Engineer. Sqm 80 600

Providing, supplying, fixing sanatory and plumbing fitting with approved material complete as per drawing and Technical specification or as directed by Engineer. Sqm 280 1000

Providing and laying 100mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. Sqm 1378 663.3928571428571

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Sqm 150 58.92857142857142

Providing of Godrej Interio Neolite 3 Door Steel Almirah (Denim Blue) complete with all respect with technical specification and directed by engineer In-Charge. Nos. 1 22075

Providing and fixing of electrical wires including electric fixtures & fitting of incident Building at Dighal toll Plaza with all respect as per directions of Engineer in Charge (Lights, wireing Fixtures, nuts, lights etc.). Nos. 1 30000

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including filling watering, dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m from the foundation trenches. Cum 181 83.03571428571428

Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer-in-charge (All works up to plinth level M-15 grade plain cement concrete (cement content considered @ 240 kg/cum). Cum 40 3681.2499999999995

Reinforced cement concrete M-25 in plinth/sub- structure complete as per drawing & MoRT&H Specifications Providing & Laying in position machine batched and machine mix design mix M-25 grade Cement Concrete for reinforced cement concrete work, using cement concrete as per approved design mix including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and but excluding reinforcement, including admixture as per IS: 9103 as directed by Engineer. Cum 104 4896.428571428571

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications. MT 15.5 61496.428571428565

Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work as per directed by engineer In-charge, Cement mortar 1:4 (1 cement: 4 coarse sand). Cum 130 3875.892857142857

Providing and Consolidation of 2nd class half brick filling in soak pit including the supply & filling of bricks, proper completion, sand over entire surface (if required), labour, T&P etc. Cum 25 3200

Providing and fixing ceramic and Glazed tiles/ vitrified tiles/ of any size of approved make in floors / dados, laid in any pattern as specified over base of 3 mm thick adhesive of reputed brands as per IS specification 15477-2004 using 5 Kg. adhesive per sqm area of tiles and jointed with white cement slurry mixed with pigment to match the shade of tiles excluding cost of tiles. Sqm 108 1246.4285714285713

Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. Sqm 48 2533.928571428571

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer, M.S. tube. KG 675 107.14285714285714

Providing and fixing heavy duty factory made Metal security door, frame to be made out of 1.6 mm thick cold rolled coil galvanized Iron sheet with the profile of 125 x 60 mm & shutterto ne made from 3mm thick sandwich panel both side; sheet to be laminated on a tubular structure of 50x2Smm mild sheet & shutter's final thickness with stiffener will be Sbmm (Including the cost of frames, double leaf shutter, cleats, stopper, hinges, dash fastener, bolts, lock, springs, fitting with screwa etc.) KG 300 150

Providing, making & fixing of in position selected MS frames for Door made to size and shape as shown in drawing with mitered joints fixed with 40X3mm flat iron hold fast 300mm long embedding brick masonry / concrete work in cement concrete by approved dash fastener. KG 520 120

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters, 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqft 322.8 2153.5714285714284

Providing and fixing of Aluminium sliding Windows as per the elevation drawings enclosed, fabricated out of heavy duty aluminium extruded profiles powder coated with golden brown shade (55 + 5 micron) and specification with 6 mm thick brown tinted glass including providing Masking Tapes on the profiles for safety against external scratches at site.The fabrication shall be done with all the joints mitred (45 degree + 45 degree). The Outer Frame and shutter joints will be held together with appropriate corner connectors, ensuring rigid and durable hairline joints. Approp' ”ate profiles of EPDM gaskets and woolen felt with fins shall be inserted between aluminium frames/beadings and glass; as well as the felt being fitted on the inside of the periphery of the shutters, to make the shutters air and watertight. The fixing shall be done at anchorage locations, in jambs, sills and heads by drilling holes with an electric drill, inserting PVC sleeves and the appropriate size of fasteners to provide the required anchoring-in the masonry as per structural stability.The entire periphery shall be sealed by application of approved weather silicone sealant between the aluminium and masonry from the outside and paintable sealant from the inside to make the windows watertight,The wir.dows will be fitted with all necessary accessories such as handles, heavy- duty rcilers, joint aligners, screw caps etc.Aluminium sections considered for Sliding windows: -SPECIFICATIONSTwo TRACK FRAME SECTIONS 49.5 x 47.5 x 1.45 mm1. SHUTTER SECTIONS 65 x 29 mm x 1.45 mm2. INTERLOCK SECTION 65 x 33.3 mm x 1.45 mm Sqm 29 2559

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. Sqm 43 3078.5714285714284

Providing & applying of two coat of water proofing by dr fixit, 25mm thick mortar, laying of vertical brick & fill the joint by 1:3 mortar and apply of 15mm thick plaster with neat finishing. (water proofing chemical mixing as per given ratio during all type of work for roof treatment) Sqm 164 1415

Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening. No. 2 1154.4642857142856

Providing, supplying, fixing electrical fitting with approved material including providing of tube lighsts, fans, boards, switches, sockets, fixtures, pvcpipes, etc. complete as per drawing and Technical specification or as directed by Engineer In-charge Sqm 180 600

supply and installation of Mild steel and iron work for window grill of small size and section such as holding down bolts, hold fasts, tie rods, grating etc. brought to require from including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in chaukhats and nosing. kg 500 130

Supply and installation of 30 mm thick factory made moulded CVPC door with granite frame (Wood free) shall be fabricated in accordance with design requirement and detailed as per drawing, in conformity with the requirements of this specification.1. Fabrication description: 30 mm thick factory made moulded PVC door (Wood free) consisting of frame made out of M.S. tubes of 19gauge thickness and size of 20mm x 40mm for stiles as well as top, bottom & lock rail. M.S. frame shall have a coat of metal primer of approved make & manufacturer. The inside panel shall consist of 20mm thick multi-chamber hollow PVC section of 1mm wall thickness, bonded using solvent cement / cynoacrylate adhesive with 5 mm (+0.25) thick moulded PVC sheet of density 600 kg/cbm with 2, 4, 6 raised panel deign in plain / prelam colours after routing the moulded design on one side of the inside panel. 5 mm (+0.25) plain / prelam PVC sheet to be pasted using solvent cement / cynoacrylate adhesive on other side of the hollow PVC section. All the four edge of the panel to be sealed with lipping of 10 mm thick & 20 mm wide PVC sheet baton made by sticking 2 nos. foam PVC sheets of 5 mm (+0.25) thickness using PVC solvent cement adhesive. Door edge lipping to be painted with PVC ink of matching colour of Plain/Prelam moulded PVC sheet of door 20 mm thick (5 mm x 4 nos.) thick PVC sheet to be given for lock provison at lock height. Door to be fixed with frame with 3 nos. stainless steel butt hlnges of slze 100mm x 25mm x Zmm and 50 mm long steel screws drilled suitable to pass through both the walls of the M.S. tube other hardware should be fixed with 25mm x 8mm size steel screws etc, complete as per specification and drawing or direction of Engineer-in-charge.2. Screw Holding Strength -The door should have good screw holding strength as inside material is solid core Flush door/Block Board.3. Finish - PVC Moulded door should have good Smooth surface.4. Effect of Water/ Termite - Edges of door should be lipped with PVC sheet by using solvent cement adhesive. 5. Fire Retardant — It should be Fire retardant & self-extinguishing in nature.6. Weight — It should be heavy in weight.7. Dimensional Stability 10mm thick PVC sheet lipping to be provided on four sides. Thus it should have strong dimensional stability. No. 10 3440

Providing and fixing glazing in ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With toughened glass panes of 6 mm thickness (weight not less than 15 kg/sqm) Sqm 5 1050.892857142857

Supplying, erection, testing and commissioning of submersible motor pumping set non clog for sewerage having head 15.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP as per IS marked including all accessories (like SS Pipes, SS Chain (Shackle Chain) ,SS Foundation Bolt, complete base frame, Monorail, Chain Guide Line, Auto Compiling, Duct Foot Bend (D/F Bend) etc. complete in all respect. Discharge Capacity (LPM) - 250 Power Capacity (BHP) - 1 ( At all toilet blocks at truck lay bye) each 1 31533.92857142857

Providing and fixing of Daikin 1.0 Tonn Split Air conditioner for Admin Buidling including , complete with all respect with technical specification and directed by engineer In-Charge. Nos. 10 44760

Providing of lawn Flowering Plants,Shrubs with grass and required refilling the earth mixed with farmyard manure etc as required including maintenace of plants with watering, application of fertilizer NPK 20:20:20 @20 gm ,and vermi compost 50 gm , manure, snowcem/ apex every month, replacement of pot plate, broken pot, dead plant with same specie of plant etc) Nos. 70 100

Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above. In Words In Figures

I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive. Premium

Bid price in Rs.

Note: 1. For bituminous items, if bitumen requirement as per job mix formula is more than the minimum requirement, no extra payment shall be made. Extra bitumen requirement shall be considered incidental to work. 2. The material required for construction work shall be as per MoRT&H specifications for road and bridge works (Fifth Revision/latest edition) and fulfills NHAI Policy guidelines no. NHAI/TIC/PQ/2012-13/205 dated 19.10.2022 and approved by the Engineer incharge. 3. All duties, taxes (excluding GST), royalties and other levies payable by the Contractor under the Contract, or for any other cause, shall be included in the rates, prices, and total Bid price submitted by the Bidder. Nothing extra shall be payable on this account except GST which shall be payable at the applicable rates.

CSR Item No. Description of Item Unit Qty./Premium Rate

24.7 a Construction of granular sub-base by providing close graded material grading -I, 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 CUM 1194

CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80 KM [ Chapter 5.2(i)] CUM 425.58000000000004

Plant to Site 6 km CUM 200.67

Rate Of GSB per Cum 0.0

Total Rate Of GSB per CUM 1820.25

CSR Item No. Description of Item Unit Qty./Premium Rate

24.13 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage from 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 specifications CUM 1579.11

CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80 KM [ Chapter 5.2(i)] CUM 425.58000000000004

Plant to Site 6 km CUM 200.67

Basic Rate for WMM per Cum 2205.36

TOTAL RATE of WMM per Cum 2205.36

CSR Item No. Description of Item Unit Qty./Premium Rate

24.19 Dense Graded Bituminous Macadam 80mm to 100mm thickness (Grading I)

(a) Providing and laying dense graded bituminous macadam 80mm to 100mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4%, Dense Graded Bituminous Macadam 80mm to 100mm thickness (Grading I) bituminous binder VG-40 @ 4%, carriage of mixed material to site of work, 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 CUM 6164.68 6164.68

CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80KM [ Chapter 5.2(i)] CUM 425.58000000000004

CARRIAGE FROM Bathinda REFINARY TO plant TOTAL Round Trip 550 KM[ Chapter 5.2(iii)] ton 92.62

Carriage for DBM from DBM plant to site 6 km Cum 200.67

Difference of price of VG 40 and VG 30 (Rs 1500 per MT) as CSR rate is inclusive of VG 30 ton 138

Total Rate for Dense Graded Bituminous Macadam 0.0

Total Rate for Dense Graded Bituminous Macadam 7021.55

CSR Item No. Description of Item Unit Qty./Premium Rate

24.15 Prime Coat @ 0.85kg per sqm

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 Sq. m 32.11 32.11

Basic Rate for Prime coat per Sqm 0.9

Total Rate for Prime coat per Sqm 32.11

CSR Item No. Description of Item Unit Qty./Premium Rate

24.23 Bituminous concrete 30mm to 45 mm (Grading II)

(a) Providing and laying bituminous concrete 30mm to 45 mm thick with Continuous type hot mix plant using crushed aggregates of specified grading ,premixed with bituminous binder CRMB 60 / PMB @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled ,vibratory and tandemr ollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications CUM 7409.77 7409.77

CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80KM [ Chapter 5.2(i)] CUM 425.58000000000004

CARRIAGE FROM Bathinda REFINARY TO plant TOTAL Round Trip 550 KM[ Chapter 5.2(iii)] ton 92.62

Carriage for BC from BC plant to site 6 km Cum 200.67

Difference of price of CRM 60 and VG 30 (Rs 3000 per MT) as CSR rate is inclusive of VG 30 ton 372.6

Total Rate for Dense Graded Bituminous Macadam 0.9

Total Rate for Dense Graded Bituminous Macadam 8501.24