Construction of SR from Km16.050 to Km17.000(BHS), from Km148.700 to Km149.400(LHS)(total length 2600 m BHS) and highway lighting from km16.050 to Km17.000, from Km77.650 to Km79.200 on Kaithal to Rajasthan Border section of NH-52,152 inHaryana State

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: Construction of Service Road from Km. 16.050 to Km 17.000 (BHS), from Km. 148.700 to Km. 149.400 (LHS) (total length 2600 meter BHS) and highway lighting from km. 16.050 to Km. 17.000, from Km. 77.650 to Km. 79.200 on Kaithal to Rajasthan Border section of NH-52, 152 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: Construction of Service Road from Km. 16.050 to Km 17.000 (BHS), from Km. 148.700 to Km. 149.400 (LHS) (total length 2600 meter BHS) and highway lighting from km. 16.050 to Km. 17.000, from Km. 77.650 to Km. 79.200 on Kaithal to Rajasthan Border section of NH-52, 152 in the State of Haryana.

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

A. Construction of Service Road from Km. 16.050 to Km. 17.000 (BHS)

1 Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metres. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 1000m as per technical clause 301 of MORT&H specifications Cum 14133.212 86.34

2 Construction of Embankment with Material obtained from Borrowpits Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications including Compaction. Cum 9424.999999999998 184.1173027011

3 Construction of Subgrade with Material obtained from Borrowpits Construction of Subgrade with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications including Compaction. Cum 4924.999999999998 210.88868297146874

4 Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Construction of granular sub-base by providing 401 Material as per Grading ll (Table 400-1 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 (Grading II material) Cum 1969.9999999999998 1263.806090691

5 Wet Mix Macadam 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 specifications cum 2462.499999999999 1256.0163574392

6 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 9849.999999999996 69.66983006827714

7 Tack Coat Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications Sqm 19699.999999999993 26.374322389705714

8 Dense Graded Bituminous Macadam Grading 2 (90mm) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 as per MoRTH specification clause No. 505 complete in all respects. Cum 886.4999999999998 10905.786276883959

9 Bituminous Concrete Grading 2 (30mm) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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 as per MORTH specification clause No. 507 complete in all respects. Cum 295.4999999999999 13153.947348070013

10 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 Reflectorising 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 645.9999999999995 540.7356369375

11 PCC Grade M15 Using Batching Plant Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications. Providing and placement of Plain cement concrete M15 nominal mix in foundation, mechanically mixed. Cum 1230.9998 4775.81

12 RCC Grade M20 Using Batching Plant Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications. Providing and placement of cement concrete M20 nominal mix in foundation, mechanically mixed. Cum 9.36 5273.771385459374

13 RCC Grade M25 Using Batching Plant Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications. Providing and placement of cement concrete M25 nominal mix in foundation, mechanically mixed. Cum 5316.0024 5612.75

14 Reinforcement Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. MT 590.94603 65529.63

15 Supply of Hume Pipe NP-4 1200 mm dia:- Providing and Laying Reinforced cement metre 284 7458 7741 concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 :2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1200 mm dia, as per clause 2900 of MORT&H specifications Rm 120 7007.415988319999

16 Kerb stone Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 Rm 1600 464.49792131999993

17 Painting Two Coats on New Concrete Surfaces Sqm 720 98.59276621635532

18 Road Markers/Road Stud with Lanse Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 8 73 part 4: 1973 No.s 422 320.5357142857143

19 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 and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. 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. No.s 4 3605.36

20 Informatory sign board 800x600 rectangular 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 60x6Dx3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 No.s 4 4864.29

21 Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 No.s 4 4250.89

22 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications No.s 1500 230.35714285714283

23 Advance Direction sign board 900x900 square 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 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 including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 No.s 2 9988.39

B. Construction of Service Road from Chainage 148+700 to 149+400 LHS

1 Clearing and Grubbing Road Land . Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specifications. Hect 0.6474000000000001 33020.084025000004

2 Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metres. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 1000m as per technical clause 301 of MORT&H specifications cum 7302.800000000001 86.4315075

3 Construction of Embankment with Material obtained from Borrowpits Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications including Compaction. cum 6820.000000000001 184.29057478125

4 Construction of Subgrade with Material obtained from Borrowpits Construction of Subgrade with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications including Compaction. cum 3747.5000000000005 211.08028190625

5 Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Construction of granular sub-base by providing 401 Material as per Grading ll (Table 400-1 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 (Grading II material) Cum 1264.0000000000002 1265.32580325

6 Wet Mix Macadam 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 specifications cum 1025 1257.6900896250002

7 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 4100 82.15441669125

8 Tack Coat Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications Sqm 7850 30.78705377892857

9 Dense Graded Bituminous Macadam Grading 2 (90mm) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 as per MoRTH specification clause No. 505 complete in all respects. Cum 337.5 12197.649560607693

10 Bituminous Concrete Grading 2 (30mm) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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 as per MORTH specification clause No. 507 complete in all respects. Cum 112.5 14735.82641872382

11 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 Reflectorising 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 325 541.20534375

12 Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 Using Concrete Mixer Rm 500 465.53238150000004

13 PCC Grade M15 Using Batching Plant Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications. Providing and placement of Plain cement concrete M15 nominal mix in foundation, mechanically mixed. Cum 41.68 4810.796485874999

14 RCC Grade M20 Using Batching Plant Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications. Providing and placement of cement concrete M20 nominal mix in foundation, mechanically mixed. Cum 16.274 5309.592055875

15 RCC Grade M25 Using Batching Plant Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications. Providing and placement of cement concrete M25 nominal mix in foundation, mechanically mixed. Cum 2.3099999999999996 5646.907127812499

16 Reinforcement Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. MT 0.48300000000000004 65729.56275

17 Painting Two Coats on New Concrete Surfaces 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. Sqm 157.5 67.7205

18 Supply of Hume Pipe NP-4 600 mm dia:-Providing and Laying Reinforced cement concrete pipeNP-4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 :2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications. Rm 7.5 2612.5568999999996

19 Supply of Hume Pipe NP-4 1200 mm dia:-Providing and Laying Reinforced cement metre 284 7458 7741 concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 :2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1200 mm dia, as per clause 2900 of MORT&H specifications Rm 7.5 7017.070949999999

20 Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. )

600 mm equilateral triangle Nos 1 3317.4209671500003

900 mm circular Nos 1 6044.40505965

450 mm X 900 mm Triangular Nos 1 6200

C. Installation of Highway Lighting from Km 16.050 to Km. 17.000 and from Km. 77.650 to Km. 79.200

1 Coppper Wiring in existing PVC / MS Conduit Pipe Surface / Recessed Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated copper conductor cable 1100 volts grade in existing MS / PVC conduit etc. as required

2 MCCB, Distribution Boards, MCB's, RCCB's, Change Over etc. Supply and erection of moulded case circuit breakers single pole / 4 pole on existing wall /pedestal/Panel including bonding to earth and making necessary connections required to complete the job in all respect upto the entire satisfation of the Engineer-in-Charge of the work.

i) Triple Pole MCCB 16 Amp. to 100 Amp., 25 Ka Each 10 4633.928571428571

3 Supply and erection of miniature circuit breaker 240/415 V in the existing distribution board including making necessary connections.

i) 6 Amp. to 32 Amp. Single Pole Each 164.59999999999957 144.64285714285714

4 Earthing and Lightening Arrestor

i) Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc. (but without charcoal or coke and salt) as required . Each 40 2720.535714285714

ii) Extra for using salt and charcoal / coke for pipe earth electrode as required. Each 40 651.7857142857142

iii) Supplying and Laying 25 mm x 3 mm GI Strip at 0.5 meter below ground as strip earth electrode including soldering etc. as required Mtr. 125 47.32142857142857

iv) Supplying and Laying 25 mm x 3 mm GI Strip in 40 mm dia GI Pipe as / from earth electrode including soldering etc. as required Mtr. 70 359.82142857142856

v) Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. Mtr. 250 189.28571428571428

5 Supply and erection of Hot Dip Galvanized octagonal pole of 3 mm thickness with base plate including cost of nut and bolts, earthing studs integral cable termination arrangement 5 mm thick bakelite base plate on suitable welded MS/GI bracket 32 amp 4 way connector 2 nos. 10 Amp SP MCB, end cover and all accessories as supplied by the manufacturer including providing RCC foundation of M25 grade (1 Cement: 1 Stone Aggregate: 2 Coarse sand) i/c exacavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respect and nas per direction of Engineer-in-Charge.

i) 10 metre long pole with top dia 100 mm and bottom dia 200 mm with base plate os size 350 x 350 x 20 mm & electric connection from concern department Each 116.59999999999957 25024.10714285714

6 S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2, laid 0.75 metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfactuion of the Engineer-inCharge of the work.

i) DWC /HDPE pipe 63/50 mm outer dia / inner dia. Mtr. 7820 124.10714285714285

7 Transformer: Design, Supply & erection of transformer of standard make Required 25 KVA 11/0.433 KVA rating outdoor type 11 KVA V.C.B, panel, G.O. switch, H. Pole , H.T metering panel, APFC panel, battery charges, 11 KVA substation, entire cable network from G.O. switch to H.T metering equipment and from H.T metering to Transformer. From transformer to main to L.T, panel earthling, safety equipment, fenced enclosure for transformer, and any other contingent thereto complete in all respect as per approved make and directions of Engineer-in-charge as per respective capacity. 25 KVA Each 2 84572.32142857142

8 Supply and erection of Hot Dip Galvanized octagonal pole of 3 mm thickness with base plate including cost of nut and bolts, earthing studs integral cable termination arrangement 5 mm thick bakelite base plate on suitable welded MS/GI bracket 32 amp 4 way connector 2 nos. 10 Amp SP MCB, end cover and all accessories as supplied by the manufacturer including providing RCC foundation of M25 grade (1 Cement: 1 Stone Aggregate: 2 Coarse sand) i/c exacavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respect and nas per direction of Engineer-in-Charge. Make: GE/PHILIPS/VIPIN ST/ SKIPPER

i 8 metre long pole with top dia 100 mm and bottom dia 200 mm with base plate os size 350 x 350 x 20 mm. Each 48 20974.10714285714

9 Earth work in excavation of foundation for STRs in soil Cum 29.376 192.33

10 PCC M:15 in foundation Cum 1.728 4319.17

11 Providing and fixing in position thermomechanically treated (TMT) Fe 500 grade reinforcement Cum 1.488 59413.67

12 RCC M-20 Grade in Foundation Cum 31.104 4824.4

13 Supply and Erection of LED Street Light Fitting of LED 40 lux 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. No. 241 8750

14 Supply & Erection of 65 Amp. 3 Phase automatic / digital time switch of HSN code 8537 along with contactor of required capacity of movement controlled by precisaty quartz osciliation operation on main supply of continue to run on built in rechargeable nickle cadium call for 150 hours in the event of power failure including cost of all petty items complete in all repsect upt the entire satisfaction of Engineer-in-Charge of the work. No. 10 19642.85714285714

15 Supply & Erection of Underground cable loose in existing pipe or trenches complete in all respect upto up to the entire satisfaction of Engineer-in-Charge of the work.

16 Sqmm. 4 Core cable (Armoured) R.Mtr. 3910 141.07142857142856

25 Sqmm. 4 Core cable (Armoured) R.Mtr. 3910 185.7142857142857

16 Supply & Erection of Single Arm Bracket made of 40mm dia G l pipe B class lSl 1.25mtr. Long with coller pipe (Gl) 75mm dia 60 cm Long top covered with ornamental cap duly welded painted 2 coats of aluminum paints on bracket and golden paint of ornamental cap including the cost of labour and petty material etc. complete in all respect up to the entire satisfaction of Engineer-in charge of the work. No. 164.6 1071.4285714285713

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 1820.25

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 7021.55

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 32.11

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 8501.24

Total Rate for Dense Graded Bituminous Macadam 8501.24