Modernization of various Link Roads under Special Assistance Scheme for FY 2025 26 and beyond including Routine Maintenance work for 5 Years Group No VI in Distt Rupnagar

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

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION,

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION Rupnagar

Name of Work: Modernization/Widening/New Construction of Rural Link Roads (1) Saini Majra to Amarpur Bela (L= 3.58 Kms) (2) Saini Majra to Rouli including Shiv Mandir (L= 3.78 Kms) (3) Nurpur Bedi sarai Ka pattan Road to Lalpur (L=1.55 Kms) (4) Kiratpur Sahib to Bhagwala upto School (L=0.95 Kms) (5) (Adarsh School) (Cattal Mandi) to Shamshanghat Aps (L=0.58 Kms) (6) Aps GSR road to Tapprian & Aggampur (L=3.01 Kms) (7) Panchyat Dheni Primary school upto Gurdwara Sahib Saheedan (L=0.95 Kms) (8) Dabour to School (L=0.45 Kms) (9) Dhanera to Seeruwal (L=1.50 Kms) (10) Jol S.C. Basti to Bela Dhiani Road (L=0.70 kms) (11) Bhallan to Water works to samundrian (L=0.47 kms) (12) Nurpur Bedi GSR road to Phukapur (L=0.92 kms) (13) Nurpur Bedi Mawa Makari road to Mothapur (L=1.38 kms) (14) Nurpur Bedi GSR road to Lasari (L=1.20 kms) (15) GSR road to Truck Union to Gaddiwal (L=1.25 kms) (16) Bhatuali to Meepur up to Gurdwara Sb. (L=1.38 kms) (17) Raipur to Takhgarh to Dhey Bass Phirni (L=1.30 kms) (18) Sandoya to Asmanpur with culvert (L=1.00 kms) (19) Azampur to Lalawala mandir (L=1.73 kms) (20) Nurpur Bedi - Makari road -Singhpur to Mothapur (L=0.40 kms) (21) Singhpura to PSEB Office (L=0.40 kms) (22) Sekhpur to Chanauli (L=1.00 kms) (23) Dumewal to Heerpur to Gurdwara Shaheedi Bagh (L=1.37 kms) (24) Nurpur Bedi Sarai Ka Pattan road to Mussapur (L=1.20 kms) (25) Azampur to Mussapur School , Gurdwara (L=0.55 kms) (26) Link road Bhamanmajra Shamshanghat (L=1.00 kms) (27) Bainsa to Aslaltpur (L=1.05 kms) (28) Jhingri basti Khuhwala (L=0.95 kms) (29) Bajrur to Garewal Upto Dhimana (L=2.00 kms) (30) Jatauli to Baba Balak nath Mandir (L=0.72 kms) (31) Moosapur to Barwa Saskaur Road (L=2.46 kms) (32) Noorpur Bedi Bunga Sahib road to Kumbewal (L=0.98 kms) (33) Mawa to Shamshanghat (L=1.20 kms) (34) Raipur to Ganura (L=1.94 kms) under Special Assistance Project Phase II for FY 2025-26 and beyond including Routine Maintenance work for 5 years (1st year will be considered as defect liability period) in District Rupnagar (Group-VI)

Name of the Bidder/ Bidding Firm / Company :

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

1 Excavation for Roadway (By Mechanical Means) Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. item 1 Per Cum Excess(+) Full Conversion INR INR Three Lakh Forty Eight Thousand One Hundred & Eighty Three and Paise Forty Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

2 Compaction of Earth work Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) item 3 Per Sqm Excess(+) Full Conversion INR INR Seven Lakh Eighty Six Thousand One Hundred & Nine and Paise Twenty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications item 4 Per Cum Excess(+) Full Conversion INR INR Twelve Lakh Twenty Four Thousand Three Hundred & Two and Paise Twenty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 Construction of Embankment with Earth obtained from Roadway Cutting or Excavation Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications item 5 Per Cum Excess(+) Full Conversion INR INR Seven Lakh Forty Thousand &Eleven and Paise Sixty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 Dismantling stone pitching or soling i) Stone pitching dry. item 6 Per Cum Excess(+) Full Conversion INR INR Twenty Eight Thousand Three Hundred & Seventy Two and Paise Sixty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 Dismantling brick work tile, masonry or tile lining i) Dismantling dry brick work item 7 Per Cum Excess(+) Full Conversion INR INR Seventy One Thousand Two Hundred & One and Paise Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 Relaying of recovered material obtained from dismantled road material obtained from road crust as Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications (Labour Component Only) item 8 Per Cum Excess(+) Full Conversion INR INR Thirteen Thousand Four Hundred & Eighty Seven and Paise Twenty Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical (Full surface area will be measured for payment) item 9 Per Sqm Excess(+) Full Conversion INR INR Ninety Thousand Three Hundred & Ninety Eight and Paise Ninety Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 Granular Sub-Base Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications 24.7 item 11 Per Cum Excess(+) Full Conversion INR INR Ninety Seven Lakh Seventy Five Thousand Nine Hundred & Sixty Eight and Paise Sixty Eight Only

10 Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type item 12 Per Cum Excess(+) Full Conversion INR INR One Crore Nineteen Lakh Eighty Seven Thousand Five Hundred & Seventy Seven and Paise Seventeen Only

11 Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408 item 13 Per Rmt Excess(+) Full Conversion INR INR Fifty Seven Lakh Twenty Seven Thousand Two Hundred & Eighty Three and Paise Twenty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth item 14 Per Cum Excess(+) Full Conversion INR INR Thirty Two Lakh Twenty Seven Thousand &Ninety Five and Paise Eighty Four Only

13 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete item 15 Per Qtl Excess(+) Full Conversion INR INR Thirty Five Lakh Ten Thousand Eight Hundred & Thirty Two and Paise Eighty Four Only

14 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) item 16 Per Sqm Excess(+) Full Conversion INR INR Sixty Nine Thousand Three Hundred & Fifty Seven and Paise Sixty Only

15 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade machine made rubber moulded smooth finish with strong vibratory process and approved size and design/ shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. item 18 Per Sqm Excess(+) Full Conversion INR INR Four Crore Forty One Lakh Eighty Five Thousand Three Hundred & Seventy One and Paise Eleven Only

16 Brick on End Edging Providing and laying of brick on end edging 6.83 cm wide, 11.11cm long and 22.86 high half brick deep including excavation, refilling and disposal of surplus earth up to 50 mtr complete as per Punjab PWD specifications. 24.14 item 20 Per Rmt Excess(+) Full Conversion INR INR Twelve Lakh Forty Four Thousand Three Hundred & Twenty Five and Paise Sixty Only

17 Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications item 21 Per Cum Excess(+) Full Conversion INR INR Seventeen Lakh Sixty Thousand Eight Hundred & Eighty Four and Paise Ninety Only

18 Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (CSR 24.12ii) item 22 Per Cum Excess(+) Full Conversion INR INR Forty Five Lakh Forty Three Thousand Three Hundred & Eighty Eight and Paise Ninety Nine Only

19 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, 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 item 23 Per Cum Excess(+) Full Conversion INR INR Sixty Five Lakh Four Hundred & Twenty Five and Paise Fifteen Only

20 Surface dressing Providing and laying surface dressing in singlecoat using crushed stone aggregates of specifiedsize on a layer of bituminous binder VG-10 @ 1kgper sqm laid on prepared surface after cleaningthe road surface and rolling with 8-10 tonnesmooth wheeled steel roller complete as pertechnical clause 509 of MORT&H specifications 24.24 item 24 Per Sqm Excess(+) Full Conversion INR INR Seventeen Lakh Sixty Four Thousand Nine Hundred & Sixty Seven and Paise Seventy Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 Tack coat with Bitumen VG-10 Bulk Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared ituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications 24.16b item 25 Per Sqm Excess(+) Full Conversion INR INR Eighteen Lakh Thirteen Thousand &Sixty Eight and Paise Fifty Eight Only

22 Open - Graded Premix Surfacing 20mm thickness Open - Graded Premix Surfacing 20mm thickness Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications 24.25 (a) 4.25 (a) item 26 Per Sqm Excess(+) Full Conversion INR INR One Crore Ten Lakh Forty Seven Thousand &Fifteen and Paise Twenty Nine Only

23 Seal coat Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications 24.28 c item 27 Per Sqm Excess(+) Full Conversion INR INR Forty Three Lakh Ninety Nine Thousand &Ninety Seven and Paise Eighteen Only

24 Earth work excavation in ordinary soil, exclusive of compensation of earth:- a) Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods. item 28 Per Cum Excess(+) Full Conversion INR INR Seven Lakh Fifty Five Thousand Six Hundred & Ninety Nine and Paise Ninety One Only

25 Providing and laying, patch work with stone aggregates of Grading II laid to water bound macadam specification after trimming the pot hole , removal of failed material , hand packing , applying and prooming requisite type of binding materials to fill up the interstices of coarse aggaregate , watering and rolling with smooth wheeled roller 8-10 tonnes to match the adjoining surface complete as per technical clasuse 404 of MORT&H specification (without Screening) item 18 Per Cum Excess(+) Full Conversion INR INR One Lakh Eighty One Thousand Three Hundred & Thirty Nine and Paise Forty One Only

26 Rumble Strips with thermoplastic road marking Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications item 20 Per Mtr Excess(+) Full Conversion INR INR One Lakh Eighty Eight Thousand Two Hundred & Ninety Nine and Paise Twenty Seven Only

27 (-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:- (i) Brick Bat item 21 Per Cum Excess(+) Full Conversion INR INR Minus One Lakh Eighteen Thousand Eight Hundred & Fifty One and Paise Ninety One Only

28 (ii) Bricks item 22 Each Excess(+) Full Conversion INR INR Minus Two Lakh Twenty Two Thousand Eight Hundred & Seven Only

29 Road Structure Work:- Village Board Providing & fixing of Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD/MORT&H specifications item 20 Each Excess(+) Full Conversion INR INR Ninety Four Thousand One Hundred and Paise Sixteen Only

30 Boundary Pillars Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications item 21 Each Excess(+) Full Conversion INR INR Two Lakh Twenty Five Thousand Nine Hundred & Thirty Nine and Paise Forty Eight Only

31 Kilo Meter Stone Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8- 1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications item 22 Each Excess(+) Full Conversion INR

32 200 meter Stone Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications item 26 Each Excess(+) Full Conversion INR INR Thirty One Thousand Seven Hundred & Sixty Eight and Paise Twenty Only

33 Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 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 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. (Including Definition Plate 600x200mm) item 27 Each Excess(+) Full Conversion INR INR Three Lakh Forty Two Thousand Four Hundred & Twenty Two and Paise Sixty Four Only

34 Mandatory sign board 600mm 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 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012. (Including Definition Plate 600x200mm) item 28 Each Excess(+) Full Conversion INR INR One Lakh Twenty Seven Thousand Five Hundred & Fifty Eight and Paise Seventy Six Only

35 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 of0.4 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 Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 item 18 Each Excess(+) Full Conversion INR INR One Lakh Fifty Four Thousand Eight Hundred & Ninety Two and Paise Ninety Four Only

36 Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting double sided as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause6.9 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 IV as per ASTM D 4956 09 and as per IRC 67 2012 item 23 Each Excess(+) Full Conversion INR INR Three Lakh Twenty Two Thousand One Hundred & Nine and Paise Fifty Four Only

37 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 100 mm 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 site engineer. item 22 Each Excess(+) Full Conversion INR INR Sixty Two Thousand &Three and Paise Fifty Only

38 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 or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause804.7.3 of MORT&H 5th revision specifications. item 23 Each Excess(+) Full Conversion INR INR Eight Lakh Forty One Thousand &Thirty Two and Paise Seventy Only

39 Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications. item 24 Per Sqm Excess(+) Full Conversion INR INR Six Lakh Seventy Two Thousand Two Hundred & Twenty Two and Paise Thirty One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

40 Constructing Punjab standard drain type IV complete in all respect as per PWD Specifications. item 24 Per Rmt Excess(+) Full Conversion INR INR Eighteen Lakh Thirty Four Thousand Nine Hundred & Twelve and Paise Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

41 Construction of 20 feet Span Type culvert complete in all respect as per PWD Specifications. item 23 Each Excess(+) Full Conversion INR INR Seventeen Lakh Ninety Eight Thousand Nine Hundred & Eighty Only

42 Construction of 10 feet Span Type culvert complete in all respect as per PWD Specifications. item 24 Each Excess(+) Full Conversion INR INR Seventeen Lakh Ninety Five Thousand Four Hundred & Sixty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

43 Construction of 5'-0" Span Pipe culvert complete in all respect as per PWD Specifications. item 22 Each Excess(+) Full Conversion INR INR Four Lakh Fifty Six Thousand &Thirty Nine Only

44 Construction of 2'-0" Hume Pipe culvert complete in all respect as per PWD Specifications. item 26 Each Excess(+) Full Conversion INR INR Six Lakh Ninety Nine Thousand Nine Hundred & Sixty Nine and Paise Sixteen Only

45 Constructing of 1' 6" X 1' 6" RCC Side drain with brick work complete in all respect as per PWD Specifications. item 27 Per Rmt Excess(+) Full Conversion INR

46 Constructing of 1' 6" X 2' RCC Side drain with brick work complete in all respect as per PWD Specifications. item 28 Per Rmt Excess(+) Full Conversion INR INR Thirteen Lakh Sixteen Thousand Five Hundred & Fifty One and Paise Sixty Eight Only

47 Construction of 1.00 Mtr high Breast wall complete in all respect as per PWD Specifications. item 18 Per Rmt Excess(+) Full Conversion INR INR Eighteen Lakh Forty Two Thousand Four Hundred & Thirty Nine and Paise Thirty Five Only

48 Construction of 1.00 Mtr high retaining wall complete in all respect as per PWD Specifications. item 23 Per Rmt Excess(+) Full Conversion INR INR Seventy Eight Lakh Forty Three Thousand &Twenty Nine and Paise Seventeen Only

49 Construction of 1.50 Mtr high retaining wall complete in all respect as per PWD Specifications. item 22 Per Rmt Excess(+) Full Conversion INR INR Ninety Five Lakh Ninety Eight Thousand Two Hundred & Thirty and Paise Ninety Only

50 Removing and laying 60 mm thick (M-35 Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications.(18' wide) item 23 Per Rmt Excess(+) Full Conversion INR INR Fourteen Lakh Eight Thousand One Hundred & Six and Paise Sixty Only

51 Providing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications. (18' wide) item 24 Per Rmt Excess(+) Full Conversion INR INR Twenty Six Lakh Twenty Seven Thousand Two Hundred & Ninety Three and Paise Sixteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

52 Providing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications. (12' wide) item 24 Per Rmt Excess(+) Full Conversion INR INR Thirty Five Lakh Seventy Seven Thousand Eight Hundred & Thirty Six and Paise Fifteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

53 Providing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications. (10' wide) item 23 Per Rmt Excess(+) Full Conversion INR INR Six Lakh Thirty One Thousand Seven Hundred & Forty Two and Paise Fifty Only

54 Providing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks in widening portion complete in all respect as per PWD Specifications. item 24 Per Rmt Excess(+) Full Conversion INR INR Thirty Three Lakh Sixty Six Thousand One Hundred & Forty Two and Paise Ninety Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

55 Protection work of Toe/side wall Scraping Cement plaster item 27 Per Sqm Excess(+) Full Conversion INR INR One Thousand &Eleven and Paise Thirty Six Only

56 12.5 mm thick cement plaster 1:4 item 28 Per Sqm Excess(+) Full Conversion INR INR Twelve Thousand Seven Hundred & Seventy and Paise Forty Only

57 Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. item 18 Per Sqm Excess(+) Full Conversion INR INR Sixty Seven Thousand Two Hundred & Sixty Only

58 Protection work of Existing Culvert Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. item 23 Per Cum Excess(+) Full Conversion INR INR Two Thousand Seven Hundred & Seventy Eight and Paise Forty Nine Only

59 Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates item 22 Per Cum Excess(+) Full Conversion INR

60 Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type item 23 Per Cum Excess(+) Full Conversion INR INR Nine Thousand Two Hundred & Eighteen and Paise Fifty One Only

61 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. item 24 Per Cum Excess(+) Full Conversion INR INR Eighty One Thousand Five Hundred & Forty Two and Paise Seventy Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

62 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) item 24 Per Sqm Excess(+) Full Conversion INR INR Seven Thousand &Twenty Seven and Paise Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

63 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete item 23 Per Qtl. Excess(+) Full Conversion INR INR One Lakh Twenty Four Thousand Three Hundred & Thirty Four and Paise Seventy Four Only

64 Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) item 24 Job Excess(+) Full Conversion INR INR Thirty Four Thousand Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

65 Add extra cost of 1% Cutlural Cess & 1% Cancer cess on total cost as items mentioned above on 1 to 64 item 34 Percentage Excess(+) Full Conversion INR INR Thirty Three Lakh Sixty Five Thousand Six Hundred & Ninety and Paise Twenty Nine Only

66 Part II Routine Maintenance Work item 35 2 Construction of chamber for 100mm sluices valve item3 10 Nos

67 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year) item 36 0.999 Per Km 0.999 Excess(+) Full Conversion INR INR Seven Lakh Eighty Four Thousand Eight Hundred & Sixty Two and Paise Fifty Eight Only 2 Construction of chamber for 100mm sluices valve item3 10 Nos

68 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) item 37 0.999 Per Km Excess(+) Full Conversion INR INR Eleven Lakh Seventy One Thousand Four Hundred & Sixty Five and Paise Ninety Six Only 2 Construction of chamber for 100mm sluices valve item3 10 Nos

69 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4th Year) item 38 0.999 Per Km Excess(+) Full Conversion INR INR Eighteen Lakh Forty One Thousand Five Hundred & Ninety Two and Paise Fifty Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

70 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5th Year) item 39 0.999 Per Km Excess(+) Full Conversion INR INR Twenty Three Lakh Fifteen Thousand One Hundred & Eighty and Paise Sixty Nine Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

71 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 67 to 70 item 40 Percentage Excess(+) Full Conversion INR INR Sixty One Thousand One Hundred & Thirty One and Paise Two Only

Total in Figures INR Seventeen Crore Seventy Eight Lakh Twenty Four Thousand Four Hundred & Thirty Seven and Paise Sixty Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

Please Enable Macros to View BoQ information