Upgradation Modernization of various link roads in MC Dhariwal under special assistance project phase II Group No 8

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

Tender Inviting Authority: EXECUTIVE ENGINEER PROVINCIAL DIVISION, PWD B&R Br., GURDASPUR

Name of Work: Upgradation/Modernization of Various Link Roads in MC DHARIWAl under Special Assistance Project Phase-II for the Year 2025-26 of Link Roads Project including 5 Years Maintenance ( 1 Year Defect Liabilty Period + 4 Years Maintenance) Group NO. 8 1. A.P.K-ROAD TO SUCHETGARH, MALLIAN, ATHWAL 2. APK ROAD TO BAROYA 3. N.M.SINGH TO SUCHANIAN 4. KALER KHURD TO FATAK SANT NAGAR 5. CHHINA RAILWAY STATION TO VILL DUDIPURA 6. BAZID CHAK TO DERA THEH GULAM NABI 7. DHARIWAL BHOJA TO SHAMSHANGHAT 8. DHARIWAL BHOJA ARJUNPUR ROAD TO DERE NIRANJAN SINGH MEHNGA SINGH MANGAL SINGH ETC. 9. PHIRNI OF VILLAGE PEERO SHAH 10. APK ROAD TO SUCHETGARH POULTARY FARM 11. APK ROAD TO FAUJA SINGH DA DERA ATHWAL 12. KALER KHURD TO MULLIANWAL ALONG DISTRIBUTRY 13. APP. ROAD TO SHAMSHANGHAT VILLAGE KHAN PIARA 14.NAWAN PIND TARAGARH TO SATKOHA SEKHWAN ROAD VIA DERE BAJWA 15.APPROACH ROAD TO DERA SULAKHAN SINGH, RAJBIR SINGH VILLAGE DANINAWALI 16.KHAN PYARA PATTI HAWELLIAN DIWAN SINGH DE GHAR TO TARSEM SINGH DE GHAR 17.ATHWAL TO TAKIA SHAH 18.KHAN PYARA DHARAMSHALA TO POND 19.PHIRNI VILLAGE PATTI UPPAL 20.PHIRNI OF VILLAGE SATKOHA 21. APPROACH ROAD DERE DALBIR SINGH VILLAGE PERRO SHAH 22.APPRAOCH ROAD TO DERE SUKHDEV SINGH, HARDEV SINGH VILLAGE WAZID CHAK 23.NAUSHERA KHAN PIARA ROAD TO DERA SAWINDER SINGH (PARDHAN) 24.A.P.K. ROAD TO KALER KHURD DERA BABA DHADIANA 25.APPRAOCH ROAD TO SHASHAMGHAT BAZID CHAK 26.APP. ROAD TO JANJ GHAR VILLAGE THEH GULAM NABI 27.DHARIWAL KALAN TO BHAIYAN DE DERE 28.PHIRNI OF VILLAGE KHAN MALAK 29.DERE GULZAR SINGH HARDEEP SINGH DEHRIWAL TO DERE MOHAR SINGH 30.JAFFARWAL TO DERE BABA RAVI & MASSA SINGH 31. APK ROAD TO BANDA BAHADUR ROAD TO DERE DR. JODH SINGH ETC. 32.THEH TIKHA TO SAHARI 33.KOT-SANTOKH-RAI,CHACK-BAROYA 34.DHARIWAL,KOT-SANTOKH-RAI,THEH-TIKHA 35. THEH-TIKHA,MACHHANIAN 36.ALLOWAL TO GUNIA 37. DHARIWAL,PIR-DI SAIN,MANEPUR. 38.BAL TO THEH-TIKKA 39.DHARIWAL-KOT SANTOKH RAI TO VILL. GUNIA 40.WAZID CHAK TO FAZUALA CHAK 41. APK ROAD TO SOHAL. 42. JAFFARWAL DHARIWAL ROAD TO LEHAL MANDIR 43.APK ROAD TO DERE BALWINDER SINGH IN VILLAGE RANIA 44.KALYANPUR TO HARIJAN BASTI 45.DHARIWAL TO FATEH NANGAL 46. DEHRIWAL TO OUTER GURDWARA 47.BAL TO GOVT. HIGH SCHOOL KOT SANTOKH RAI 48.DANIANWALI TO DEHRIWAL 49.DHARIWAL TO LUDHIANA MOHALLA 50.DEHRIWAL DAROGA GIRJA GHAR TO DERE KHAIRE 51.PHIRNI OF VILLAGE FAZUALA CHAK 52. APPROACH ROAD TO SHAMSHANGHAT VILLAGE CHOTEPUR 53.PASSANWAL TO SHAHA DE DERE 54. ROARANWALI TO DERE RORANWALI 55.SOHAL TO SAHSIYAN DA DERA 56.CHOTEPUR TO VILLAGE NUROWAL 57.THEH TIKHA DIPEWAL KALER 58.QADIAN DHARIWAL ROAD TO DHARIWAL KALLAN 59.DULANA DHARIWAL ROAD TO DERA SHARNJIT SINGH (SHAMMA) 60.SADHA SINGH DE DERE VILLAGE SOHAL

Contract No: Civil Works

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 With Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 Videography of all the roads included in DNIT to be done before the start of any work. Videography to be undertaken in the presence of an officer not below the rank of SDE / JE. Two video copies of each road to be submitted by contractor. It most cover all reaches and aspects of the road. 1 Each Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

2 Dismantling brick edging as per CSR 8.5 i 3 Cum Excess(+) Full Conversion INR INR Two Lakh Fifty Five Thousand &Ninety Five Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

3 Dismantling stone pitching complete in all respects as per CSR 8.2a 4 Cum Excess(+) Full Conversion INR INR Five Lakh Thirty One Thousand Three Hundred & Nine Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

4 Credit of Brick bats obtainted from dismantling of brick edging 5 Cum Excess(+) Full Conversion INR INR Minus Four Lakh Sixty Nine Thousand Three Hundred & Three Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

5 Credit of old Bricks obtainted from dismantling of brick edging 6 Nos. Excess(+) Full Conversion INR INR Minus Six Lakh Thirty Six Thousand Three Hundred & Sixty Nine Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

6 Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical clause 404 of MORT&H specifications (Full surface area will be measured for payment) 7 Sqm Excess(+) Full Conversion INR INR Eight Lakh Thirty Five Thousand Two Hundred & Sixty Nine Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

7 Construction of Shoulder 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 technic 8 Cum Excess(+) Full Conversion INR INR Eighteen Lakh Ninety Four Thousand Six Hundred & Seventy Four Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

8 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 9 Cum Excess(+) Full Conversion INR INR One Lakh Seventy Two Thousand Nine Hundred & Sixty Seven Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

9 Relaying of earthwork including dressing rolling (24.5b I, ii,iii) 10 Cum Excess(+) Full Conversion INR INR Five Lakh Eight Thousand One Hundred & Twenty Five Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

10 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) 11 Sqm Excess(+) Full Conversion INR INR One Lakh Forty Four Thousand One Hundred & Twenty Four Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

11 Providing and laying of Brick on end edging 6.83cm wide, 11.11 cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50 mtr complete as per Punjab PWD specifications 12 Mtr Excess(+) Full Conversion INR INR One Crore Eight Lakh Ninety Seven Thousand Four Hundred & Four Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

12 Recovered Material Relaying of recovered material obtained from dismantling of road crust as Ced road material obtained from road crust as Construction of granular sub-base by providing coarse 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 (CSR 24.7 a) 13 Cum Excess(+) Full Conversion INR INR Two Lakh Fifty Five Thousand Four Hundred & Fifteen Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

13 Granular GSB Construction of granular sub-base by providing coarse graded material grading, 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 14 Cum Excess(+) Full Conversion INR INR Sixty Six Lakh Twenty Five Thousand Eight Hundred & Twenty Five Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

14 WBM G-1 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 (CSR 24.11 (ii)) 15 cum Excess(+) Full Conversion INR INR Sixty Seven Lakh Ninety Three Thousand Two Hundred & Ninety Two Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

15 WBM G-II 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 24.12 (ii)) 16 Cum Excess(+) Full Conversion INR INR Three Crore Twenty Five Lakh Ninety Seven Thousand Six Hundred & Sixteen Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

16 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications (CSR 24.24) 18 Sqm Excess(+) Full Conversion INR INR One Crore Seventy Three Lakh Eighty Eight Thousand Nine Hundred & Twenty Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

17 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 bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications (CSR 24.16b) 19 Sqm Excess(+) Full Conversion INR INR Fifty Two Lakh Ninety Four Thousand Four Hundred & Fifty Four Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

18 Providing and laying bituminous macadam 50mm to 75mm thick using crushed stone aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% in Continuous type hot mix plant, carriage of mixed material to site of work, laid after trimming the pot hole, removalof failed material, laying by suitable meansan drolling with a smooth wheeled roller to match the adjoining surface complete as per technical clause 504 of MORT&H specifications NOTES:- (i) Job mix formula for the bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research laboratory Patiala before adoption at site for execution. (ii) The specifications of this item for analytic purpose is kept with bitumen content @ 3.4% weight of mix variation as compared with job mix formula shall be paid/ deducted accordingly. The limits of variations shall be worked out with the approved formula. TECHNICAL NOTE:- i.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for bituminous concrete shall meet all requirements set forth clause 507 of MORT&H specifications. ii.) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT&H specifications shall be determined after getting the bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision). iii.) The approved mix shall exhibit the following details, source and location of all material:- (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates (f) Density of bituminous concrete after compaction will be not less than 2.20 gm/CC. 20 Cum Excess(+) Full Conversion INR INR Two Crore Forty Two Lakh Three Thousand Five Hundred & Eighty Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

19 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 bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications (CSR 24.16b) 21 Sqm Excess(+) Full Conversion INR INR Twenty Six Lakh Seventy Six Thousand Three Hundred & Five Only 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

20 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 specificationsas per CSR 24.25 a 22 M.T Excess(+) Full Conversion INR INR Three Crore Eighty One Lakh Twenty Two Thousand Three Hundred & Thirty Only

21 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 as per CSR 24.28 c 23 M.T Excess(+) Full Conversion INR INR One Crore Fifty Eight Lakh Seventy Thousand Eight Hundred & Eighty Six Only

22 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. as per CSR 6.2 a 25 Cum Excess(+) Full Conversion INR INR Eleven Lakh Seventeen Thousand Three Hundred & Thirty Seven Only

23 5' Span type culvert 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

24 Earthwork in excavation in foundation in ordinary soil 28 Cum Excess(+) Full Conversion INR INR One Thousand One Hundred & Fourteen Only

25 Cement concrete 1:4:8 using stone ballast 40mm gauge in foundation 29 Cum Excess(+) Full Conversion INR INR Thirty Three Thousand One Hundred & Ninety Two Only

26 First class brick work laid in cement sand mortar 1:5 in foundation and plinth Cum Excess(+) Full Conversion INR INR One Lakh Eighty Thousand Three Hundred & Sixteen Only

27 Providing and laying centring and shuttering for slab culvert sqm Excess(+) Full Conversion INR

28 Reinforced cement concrete M-20 for slab excluding steel reinforcement centring and shuttering Cum Excess(+) Full Conversion INR INR Nineteen Thousand &Fifty Eight Only

29 Cold twisted deformed bars for RCC work where not included in complete rate of RCC Qtl Excess(+) Full Conversion INR INR Eighteen Thousand Three Hundred & Fifty Three Only

30 Plain cement concrete 1:2:4 Cum Excess(+) Full Conversion INR INR Eight Thousand Eight Hundred & Thirty Nine Only

31 12.5mm Cement plastering 1:4 sqm Excess(+) Full Conversion INR INR Seven Thousand Five Hundred & Seventy Only

32 Brick on edge flooring 1:5 sqm Excess(+) Full Conversion INR INR Five Thousand Seven Hundred & Thirty Five Only

33 Painting with synthetic enamel paint sqm Excess(+) Full Conversion INR INR Six Hundred & Twenty Only

34 Construction of 1.5' Hume Pipe Culvert Complete in all respect

35 Earthwork in excavation in foundation in ordinary soil (CSR 6.21a) Cum' Excess(+) Full Conversion INR INR Sixty Four Thousand Seven Hundred & Thirty Seven Only

36 Cement concrete 1:4:8 using stone ballast 40mm gauge in foundation (CSR 10.10b) Cum Excess(+) Full Conversion INR INR Four Lakh Seventy Five Thousand Seven Hundred & Seventy Three Only

37 First class brick work laid in cement sand mortar 1:5 in foundation and plinth (CSR 11.5) Cum Excess(+) Full Conversion INR INR Twenty Three Lakh Eighty Four Thousand Two Hundred & Twenty Three Only

38 Providing & laying 450 mm dia Hume Pipe NP-3 for culvert as pe CSR 29.69 C i per mtr Excess(+) Full Conversion INR INR Thirty Five Lakh Twenty Thousand Nine Hundred & Thirty Two Only

39 12.5mm Cement plaster 1:4 (CSR 15.9) Sqm Excess(+) Full Conversion INR INR Two Lakh Thirty Seven Thousand Four Hundred & Sixty Two Only

40 White washing (two or more coat) Sqm Excess(+) Full Conversion INR INR Four Thousand Seven Hundred & Twenty Six Only

41 Construction of 12"x12" Side Drain Complete in all respect

42 Earthwork in excavation in foundation in ordinary soil Cum Excess(+) Full Conversion INR

43 Cement concrete 1:4:8 using stone ballast 40mm gauge in foundation Cum Excess(+) Full Conversion INR INR Forty Three Lakh Sixty One Thousand &Thirty Six Only

44 First class brick work laid in cement sand mortar 1:5 in foundation and plinth Cum Excess(+) Full Conversion INR INR Ninety One Lakh Sixty Three Thousand Two Hundred & Two Only

45 Cement concrete 1:2:4 for bed Cum Excess(+) Full Conversion INR INR Eleven Lakh Thirty Seven Thousand Two Hundred & Seventy Two Only

46 12.5mm Cement plaster 1:4 Sqm Excess(+) Full Conversion INR INR Sixteen Lakh Twenty Four Thousand One Hundred & One Only

47 Floating coat of 1:5mm thick neat cement laid in one operation to the topping Sqm Excess(+) Full Conversion INR INR Two Lakh Thirty Six Thousand &Eleven Only

48 Providing and Fixing Kilometre stone complete in all respects Each Excess(+) Full Conversion INR INR One Lakh Twenty Nine Thousand Eight Hundred & Sixty One Only

49 Providing and fixing 200 Metre stone complete in all respects Each Excess(+) Full Conversion INR INR Twenty Five Thousand &Fifteen Only

50 Providing and Fixing Village Board complete in all respects Each Excess(+) Full Conversion INR INR Five Lakh Three Hundred & Forty Four Only

51 Providing and Fixing Boundary Pillars complete in all respects Each Excess(+) Full Conversion INR INR Six Lakh Thirty Three Thousand Seven Hundred & Eighty One Only

52 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 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 to MORT&H specifications Sqm Excess(+) Full Conversion INR INR Four Lakh Six Thousand Five Hundred & Eighty Four Only

53 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 CSR 24.57 Sqm Excess(+) Full Conversion INR INR Seventy Four Lakh Ninety Eight Thousand Seven Hundred & One Only

54 Cautionary sign board 900x900x900mm triangular Using high intensity Microprismatic grade retro reflective Sheeting Type IV 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 (csr 24.44 a (i)) Each Excess(+) Full Conversion INR INR Seventy Five Thousand Five Hundred & Thirteen Only

55 Place Identification sign board 900x600mm 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. (24.47 b) Each Excess(+) Full Conversion INR INR Seven Lakh Thirty Three Thousand Six Hundred & Sixty Two Only

56 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 (CSR 24.63) Each Excess(+) Full Conversion INR INR Eleven Lakh Ninety Eight Thousand Two Hundred & Fifty Two Only

57 Informatory sign board 800x600mm square as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications Each Excess(+) Full Conversion INR INR One Lakh Forty Six Thousand Three Hundred & Seventeen Only

58 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 Each Excess(+) Full Conversion INR INR One Lakh Fifty Thousand Four Hundred & Ninety Four Only

59 Providing and Fixing Cautionary sign Board (600mm*600mm*600mm ) Each Excess(+) Full Conversion INR INR Forty Five Thousand Nine Hundred & Sixty Four Only

60 Heritage & Culture Cess @ 1.00% 31 % Excess(+) Full Conversion INR

61 Cancer Cess @ 1.00% 32 % Excess(+) Full Conversion INR INR Twenty Lakh Three Thousand Three Hundred & Eighty Eight Only

Total in Figures INR Twenty Three Crore Eighty Seven Lakh Sixty Eight Thousand Two Hundred & Seventy Nine and Paise Ninety Three Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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