O and M including Incident Management Services for four lanes with paved shoulders of Moga-Tallewal section of NH-703from Design Chainage 77.950 to 116.600 and Tallewal-Barnala section of NH-703 from km 116.600 to km 146.240 in the State of Punjab

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: Operation & Maintenance including Incident Management Services for four lanes with paved shoulders of Moga-Tallewal section ofNH-703from Design Chainage 77.950 to 116.600 & Tallewal-Barnala section of NH-703 from km 116.600 to km 146.240 in the State of Punjab.

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: Operation & Maintenance including Incident Management Services for four lanes with paved shoulders of Moga-Tallewal section of NH-703 from Design Chainage 77.950 to 116.600 & Tallewal-Barnala section of NH-703 from km 116.600 to km 146.240 in the State of Punjab.

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

1 Providing Ambulance as per para 6.4 of scope of work and para 6. 8 'Performance Standard' of scope of work and specification mentioned under Annexure D as mentioned in clause 12.11 of IRC SP 84 2019 and as per directions of the Engineer-in-Charge Ambulance should be provided which 24*7 availability of para medical staff & sufficient medical consumables. (02 nos. x 12 months) Month 24 203077.68

2 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 room, crane operators or ambulance as reqiured. 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 illuminaed 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 Enginner in- Charge. (02 nos. x 12 months) Month 24 250000

3 Providing Crane of adequate capacity ( minimum 20 MT ) at each Toll Plaza location with all necessary equipment so that it can reach the site of incident within 30 mintues of call and clear the disabled/ accidental vehicles. It shall also be fitted with a GPS based Vehicle Tracking system to moniter 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. (02 nos. x 12 months) Month 24 200000

4 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' scope of work of IRC SP 84 2019 and as per directions of the Enginner in- Charge. Per month for full project length 12 20859.72

5 Maintenance of median and the existing plants by basin making, weeding- hoeing, cleaning, watering, mixing good earth and manure, leveling and dresssing of median, uprooting and removal of weeds, cutting grass, disposal of all muck within all leads and lifts outside ROW reguarly 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 as per direction of enginner in charge and as per provision given in MORTH Specification and IRC. Km-Month 513.72 5203

6 Carrying out the proper cleaning, and removing of dust/silt/trash/ plastic/rubbish/ garbage/waste from the carriageway, (unit length for total width of carriageway LHS+RHS including median width), foot paths, verges (including the verges central median) by mechanical means and from shoulders up to toe line of the embankment including side slopes 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 in-charge.

For cleaning of MCW (Both sides) Km-Month 819.48 4464

For cleaning of SR (Both sides) Km-Month 231.12 2232

7 Operation & Maintenance of Highway Lighting Electic Poles including replacment/ repair of foundation, damaged pole, cable, MCB, bulbs / LED lights of suitable wattage as decided by IE of Authority, of required lux 40 ( to be maintained throughout the Year 24x7) and all other electric fixture complete in all respect as per direction of Engineer in charge and as per road maintenance Standard given IRC SP 95-2011 and Technical Specifications conforming to MORTH specifications in complete aspect. Km-Month 246.84 5357.14

8 Construction of sub-grade/earthern shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site,spreding,grading to required slope and compacted to meet requirement table No.300-2 (Reference to Mort&h's specification clause 305). Cum 1575 408.04

9 Granual sub-base (Table 400-1) Construction of granular sub-base by providing mater as per grading III (Table 400 of Mort&h 5th revision), mixing in a mechanical mix plant at OMC,spreading in uniform layers with motor grader om prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of Mort&h specifications and complete in all respect and as per direction of engineer in charge. Cum 630 2091.85

10 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. sqm 3150 28.67

11 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, 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 787.5 1409.92

12 Tack coat @ 0.25kg per sqm providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm om the prepared bituminous surface/ granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of Mort&h specifications Sqm 26577 13.75

13 Providing and laying dense graded bituminous macadam 50mm thick with batch type HMP using crushed agreegates of specified grading ,premixed with bituminous bider VG-40 @ 4.5% laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 MORT&H specifications. Cum 157.5 9492.79

14 Providing and laying bituminous concrete grading 2 providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed agrregate of specified grading, premixed with bituminous binder VG-40 @ 5.4 % of mix and fller, transporting the hot mix to work site laying with hydrostatic paver finsihers 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 drawing and technical specification conforming to MORT&H as specification clause no. 507 and as per direction of engineer in charge. Cum 937.08 10575.52

15 Plain 'Reinforced cement concrete of specified mix as under with stone agrregates 20 mm nominal size mechanically mixed and vibrated in foundation ,sub-structure and super structure including shuttering formwork conforming to MORT&H specifications clause no. 1000,1500 & 1700. Cement Concrete M-20 grade for slide slope Cum 768.75 4270.38

16 Cast in Situ Cement Concrete M20 Kerb construction of cement concrete kerb with width 115 and 165 mm respectively, 300 mm high in M 20 grade kerb channel 300 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 no. 409 Rmt 840 300.3

17 Repair of localised failed area PQC by marking the area,removing the failed area using jackhammer,saw cutting to full depth of PQC, replacing membrane,cleaning the area from dust and debris placing M-40 grade PQC in depth equivalent to the existing depth of PQC and installing existing expansion joint/other joint (if there was one) Cum 182.4 8204.88

18 Repair and Rehabilation of RE Wall facia core of RE pannel 110 mm, drilling of hole 76mm to 85 dia, 4 to 5 mtr depth,supply and Insertion of galvanized ISI mark steel Bars of 20mm dia with cement grouting,supplying and fixing of 150mm x 160mm x 10 mm size No 100 9000

19 Providing and fixing 150 mm dia PVC rain water down pipe in overpasses,ROBs, flyover including bends and shoes etc fixed on walls/columns by clamps complete as per Technical specifications and direction of Engineer in charge Mtr 3500 1000

20 Reparing of old joint sealant Removal of existing sealant and resealing of contraction,longitudinal or expansion joints in concrete pavement with fresh sealant material, as per technical clause 3005 of MORT&H specifications Rmt 5264 47.32

21 Repair of joint grooves and cracks with epoxy mortar Repair of spalled joint grooves contraction, longtitudinal or expansion joint in concrete pavement, as per technical clause 3005 of MORT&H specifications Rmt 256 540.1

22 Complete repair of minor potholes in PQC with GP-2 solution with proper cleaning and finishing in accordance with technical specifications of Morth and as per direction of engineer in charge Sqm 30 1320

23 Providing and fixing of double arm light pole,providing and erecting of 10 mtr steel poles with 02 Nos 250w LED Steet light and all other accessories on MCW including the following as per technical specification and as per approval and direction of enginner in charge: (a) supply and erection of galvanized steel octogonal pole of 10 mtr long suitable for wind velocity upto 160 km and conforming to IS 2629/15 2633/IS4759.The pole shall be in single piece (Single hot dip galvanized) with top dia 70 and bottom 175 mm section 4mm base plate 275x275x16mm section thickness minimum 3mm thick including galvanized thickness shall tapred towards the top having suitable locking arrangement backelite sheet MCB, loop and out arrangement for incoming/outgoing cable rigid base plate of suitable size and thickness and to be welded inside and outside at the bottom pole with provision of fixing four foundation bolts and single or double arm as per site requirement (b) supply and erectopm of 250 watts led street light (NHSP-3 types) CCT5700 K with constant current external driver and inbult electrical protection like over/under voltage short circuit open circuit. The luminaire shall have minimum system efficacy of 130 1m/w.The luminaire must be with/without toughened glass as front cover IP66 CRI of minimum 70 life of 50,000 hours @70% lumen maintenance I (08). The fixture dirver should have an opreation voltage rang of 120-277 v, in built surge protection of 4 KV, PF 0.9 THD 10% AND SDCM 5. The luminaire shall have 20 KV surge protection device inside control area commantment. Nos 30 63557

24 Providing and fixing of single arm light pole "providing and erecting of 8mtr steel poles with single 250W LED street light and other accessories on SR including the following as per technical specifications and as per approval and direction of engineer in charge:- (a) supply and erection of galvanized steel octagonal pole & 8 mtr long suitable for wind velocity upto 160 km/hr and conforming to IS 2629/IS 2633/ IS4759.The pole shall be in single piece (single hot dip galvanized) with top dia 70 and bottom 135mm section 4mm base plate 225x225x16mm section thickness minimum 3mm thick excluding galvanized thickness shall tapred towards the top having suitable locking arrangement backelite sheet,MCB,loop in and out arrangement for incoming/outgoing cable,rigid base plate of suitablr size and thickness and to be welded inside and outside at the bottom of pole with provision of fixing four foundation bolts and single or double arm suitable as per requirement (b) supply and erection of 250 watts led street light CCT (NHSP3 TYPE 5700 K) with constant current extermal driver and inbult electrical protection like over/under voltage,short circut open circut. The luminare shall have system minimum efficacy of > 125 lm'w the luminare must be with/without toughened glass as front cover IP66,CRI of minimum 70, life of 50,000 hours @ 70% lument maintenance IK >-08.The fixture driver should have an operating voltage range of 120-127 V, in-built surge protection of >4kV,PF>09. THD<10% and SDCM<5.The lumminaire shall have 20KV surge protection device placed inside control gear compartment lux required 40uniform lux (c) GI pipe earthing pilar with 40 mm dia, 2 mtr long GI pipe with 2 mm thickness with excavation with earthwork with coat & salt. (d) PVC iinsulated 3 core 1.5 sq mm tansheated industrial. Nos 30 37962

25 Restoration of Rain Cuts The work shall consist of earthwork as per procedure given in Clause 305 of MoRT&H Specifications for restoration of rain cuts in the embankment and shoulders using suitable material and compacting the said rain cut as per procedure given in Clause 3002 of MoRT&H and directions of the Engineer-in-Charge. Cum 800 263

26 Removal/ Clearance of slush from drains by mechanical means from the wet 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 complete in all respect. Cum 18000 72.32

27 1033 Helpline Sign Board Informatory signboard 800x600 mm rectangular as per IRC 67- 2012 with High intensity Microprismatic grade retroreflective Sheeting as per ASTMD-4956-09 and as per IRC 67-2012, Fixed over 4mm thick composite material (ACM) sheeting having Aluminium skin thickness of 0.4 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy rivets @200mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS4923 without cost of defination plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60mm for vertical post complete as per clause 801 of MORT&H technical specifications using high intensity/microprismatic grade retro-reflective sheeting type XI as per ASTMD 49566 09 and as directed by Engineer Incharge. Supplier shall provide a warranty of 10 Years as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-202. Complete in all respect. Nos 10 4398.85

28 Advance Direction signboard 1200x1200 mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67-2012 fixed over 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 mm conforming to IS 4923 without cost of definition plate firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per dause 801 of MORT&H specifications using high inensity microprismatic grade retro reflective sheeting type XI as per ASTM D 49566 09 and as per 67 2012 - 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. Nos 15 12906.1

29 Cautionary signboard 900x900x900 mm triangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67-2012 fixed over 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 mm 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 dause 801 of MORT&H specifications supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 using high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 4956 09 and as per IRC 67 2012. No 25 3914.81

30 Mandatory signboard 900 mm circular as per IRC 67-2012 with high intensity microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67-2012 fixed over 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 60x60x3.2 mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60 m for vertical post complete as per dause 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. No 10 5143.67

31 Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5mm 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 0.45x0.45x0.60mm for vertical post complete as per clause 801 of MORT&H specifications. Using high intensity Microprismatic grade retro reflective sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012- using high intensity microprismatic grade retro reflective type XI as per ASTM D 5956 09 and as per IRC 67 2012. No 45 3597.02

32 Single Chevron Sign board: Providing and fixing Single Chevron Sign board as per clause 15.63 per of IRC 67-2012 with retro reflective high intensity micro prismatic grade sheeting ( Type XI 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 0.45x045x0.75m for vertical post complete as per clause 801 of MoRTH technical specifications and direction of Enginner-in-charge within all leads and lifts. All the warranty and testing certificate shall be of minimum duration as specified in IRC 67 2012 and shall be deposited with department before payment. Nos 20 3346.06

33 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 5200 44.64

34 Minor repair of damage 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 aspect as per specification given in IRC 119-2015. Rmt 1200 512.5

35 Providing and erecting 'W' type metal beam crash barrier single sided composing of 3mm thick comigated sheet metal beam rail 70 cm above road or ground level fixed on channel vertical post 50x75x5mm spaced 2 mtr center to center 1.8 mtr high,1.1 mtr below road or ground level,all steel parts and fitments to be galvanized by hot dip process,all fitings to confirm to IS:1367 &IS:1364,metal beam ral 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 drawing and technical clause IRC: 119-2015 Rmt 250 2337.89

36 Pole mounted Solar 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 20 21484.79

37 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 15 7500

38 Road Delineator/Vertical Guide Post Delineator Providing and fixing of Standard Metal Delineator as per IRC 79 2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends roundabouts, narrow bridges etc. or as desired by engineer in-charge. Nos 50 1049.33

39 Painting on concrete surface of kerb 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 complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 803 and as per directions of the Engineer in-charge. Sqm 18000 107.67

40 Painting two or more coats excluding printing coat with ready mixed paint for metalic surfaces in all shades on steel or iron work. Sqm 8500 55.36

41 Painting and fixing of pedestrain guard rail in mild steel framed grills, with ends bars riveted or molded forged framed, in M 20 foundation of size 400x400x275 mm including painting coats of enamel paint, including cost of bolts and nuts,screws,welding rod complete fixing in position, complete in all respect as per approved drawings and to the satisfaction of engineer in charge. Rmt 640 2553.91

42 Providing and fixing of Anti-Glare Screen including dismantling of damaged screen, complete in all respects, in accordance with Technical Specifications and as per Directions of Engineer in-charge. Nos 3700 550

43 Providing and laying of Hot Applied thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 for Lane/ centerline/ edge marking/ transverse and any other marking. The finished surface to be level, uniform and free from streaks and holes complete in all respects as per technical clause 803 of MORTH specifications within all leads and lifts and as per directions of engineer in- charge. Sqm 5800 550.6

44 Supply and erection of PVC insulated PVC shealted (3 core) round felxible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the engineer in charge. Overall size 2.5 sq.mm (50/0.25mm),3 core Mtr 2060 67.86

45 XLPE INSULATED ARMOURED CABLES(UNDERGROUND): Supply,laying and erection of aluminium conductor XLPE Insulated PVC sheathed Armoured and served cable 1100 vots grade as per IS;7098 (part-I)1988 to be laid 1meter below ground level including excavation,sand, cushioning covering with sand & first class bricks and back filling the trench etc of the required size as per PWD General specifications:-

(i) Overall size 16sq mm (4core) Armoured,(underground) Mtr 1580 359.82

(ii) Overall size 25sq mm (4core) Armoured,(underground) Mtr 400 387.5

46 MINIATURE Armoured-supply and erection of Miniature Circuit Breakers MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10 KA, Curve-C and low watt lossess as per IE/EC 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-

(i) MCB Single pole 6-32amp (10KA,Curve-C) Each 1236 119.65

(ii) MCB Doube pole 6-32 amp (10KA,Curve-C) Each 72 364.29

47 MCCB,Distribution boads,MCB's RCCB's change over Etc. supply and erection of modular case circuit breaker single pole/4 pole on existing wall/pedstal/panel inculding boundng to earth and making necessary connections required to complete the job in all respect up to the entire satisfication of the engineer in charge of the work complete the job in all respect up to the entire satisficaion of the engineer in charge of work. TRIPLE POLE MCCB 16 to 100 Amp, 25 KA Each 30 4633.93

48 Making dewatering arrangement by pumping set 4"*4"(Tractor driven) Hours 200 702.68

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 Concrete items, if Concrete requirement as per design mix formula is more than the minimum requirement as per clause, no extra payment shall be made. Extra Concrete 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. 4. Invoice raised shall be processed after vetting of work by IIT. 5. Reference Drawings and IIT Report is attched along, being indicative in nature. 6. Contactor shall be liable to maintain FoB as per satisfaction of Engineer-in-charge. 1% of total Awarded work shall be paid as maintenance cost per year for 1st 10 years, from date of completion. 7. Maintenance shall include but not be limited to works of routine housekeeping, painting, repairs, replacement of equipments/fixtures/functional lighting etc.

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