Improvement to Chakatentuli Dherendi via Podabadi and Talapada road in the District of Ganjam under MMSY-Improvement to Existing RD Road for the year 2025-26.

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

Tender Inviting Authority: Chief Construction Engineer, R.W.Circle, Berhampur

Name of Work: Improvement to Chakatentuli Dherendi via Podabadi and Talapada road in the District of Ganjam under MMSY-Improvement to Existing RD Road for the year 2025-26

Contract No: Tender Online/44-2025-26/BPR

BASIC RATE In Figures To be entered by the Bidder Rs. P TOTAL AMOUNT TOTAL AMOUNT In Words

1 B.T. ROAD Clearing and grubbing road land in area of light jungle including uprooting rank vagetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including watering and cost of labour, cess & all materials etc. complete as per direction of Engineer-in-charge. 1 15350 One Sqm 8.44 Excess(+) Full Conversion

2 Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per technical specification clause 301.4 and as per direction of the Engineer-in-Charge 2 7428.75 One Sqm 6.03 Excess(+) Full Conversion 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos

3 Reworking or Rerolling the scarified bituminous surface suitably after supplementing the base materials with quarry dust and compacting finished surface. 3 10612.5 One Sqm 14.04 Excess(+) Full Conversion

4 Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MoRD and as per direction of Engineer-In-Charge. 4 1740.45 One Cum 74.79 Excess(+) Full Conversion

5 Construction of embankment with approved material obtained from borrow pits transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only 5 10379.75 One Cum 201 Excess(+) Full Conversion

6 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. 6 3988.84 One Cum 50.4 Excess(+) Full Conversion

7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricadding and maintenance of diversion etc. as per Tables 400.11 & 400.12 and Technical Specification clause 406 with cost of all labour, T&P and with cess, royality, additional charges, DMF 10% & EMF 5% over royalty and as per direction of Engineer-In-Charge. 7 2489.7 One Cum 2351.47 Excess(+) Full Conversion

8 Construction of Granular sub-base by providing Close graded Granular Sub-base Grading-III material as per table-400-1, 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 including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge 8 1183.51 One Cum 1658.59 Excess(+) Full Conversion

9 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface. and as per direction of Engineer-In-Charge. (By Mechanical Mean) 9 15876.3 One Sqm 35.63 Excess(+) Full Conversion

10 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge. (By Mechanical Mean) 10 15876.3 One Sqm 12.99 Excess(+) Full Conversion

11 Providing and laying bituminous macadam with hot mix plant using crusher aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. with cost of all labour, T&P and with cess, royality, additional charges, DMF 10% & EMF 5% over royalty and as per direction of Engineer-In-Charge. 11 793.82 One Cum 7423.06 Excess(+) Full Conversion

12 Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of speficied grading premixed with bituminous binder of VG-30 penetration grade of bitumen , 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for Road & Bridge works and all other T&P articles including cost, conveyance, royality, additional charges, DMF 10% & EMF 5% over royalty Cess, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge. 12 396.91 One Cum 9353.31 Excess(+) Full Conversion

13 Fine dressing &Turfing with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials, Cess etc. complete as per direction of Engineer-in-charge. 13 2971.5 One Sqm 28.61 Excess(+) Full Conversion

14 C.C.ROAD Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricadding and maintenance of diversion etc. as per Tables 400.11 & 400.12 and Technical Specification clause 406 with cost of all labour, T&P and with cess, royality, additional charges, DMF 10% & EMF 5% over royalty and as per direction of Engineer-In-Charge. 14 134.64 One Cum 2351.47 Excess(+) Full Conversion

15 Construction of Granular sub-base by providing Close graded Granular Sub-base Grading-III material as per table-400-1, 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 including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge 15 141.98 One Cum 1658.59 Excess(+) Full Conversion

16 16 242.35 One Cum 6549.8 Excess(+) Full Conversion

17 C.D.WORK Earth work in excavation of foundation in hard soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-charge. 17 One Cum 276.89 Excess(+) Full Conversion

18 18 One Cum 671.54 Excess(+) Full Conversion

19 Providing Plain Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge 19

19.1 20 One Cum 5356.66 Excess(+) Full Conversion

19.2 In substructure 21 One Cum 5498.69 Excess(+) Full Conversion

20 Providing, laying and fixing RCC pipes of NP3 as follows (Confirming to relevant I.S.Specification) in position including sealing the joints in C.M (1:3) including cost, conveyance royality, taxes, Cess of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge. 22

20.1 600mm dia pipe NP3 23 40 One Rmt 2847.44 Excess(+) Full Conversion

20.2 1000mm dia pipe NP3 24 60 One Rmt 6419.69 Excess(+) Full Conversion

21 RETAINING WALL / TOE WALL / C.C.DRAIN Earth work in excavation of foundation in hard soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-charge. 25 One Cum 276.89 Excess(+) Full Conversion

22 26 One Cum 671.54 Excess(+) Full Conversion

23 Providing Plain Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge 27

23.1 28 One Cum 5356.66 Excess(+) Full Conversion

23.2 In substructure 29 One Cum 5498.69 Excess(+) Full Conversion

24 Providing Cement concrete M-20 upto a required depth below ground level and upto a required height above ground level/bed level using 20mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty , taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge 30

24.1 In Foundation (Drain bed) 31 7.13 One Cum 5934.63 Excess(+) Full Conversion

24.2 In substructure (Drain Wall) 32 68.4 One Cum 6076.67 Excess(+) Full Conversion

25 33 One Rmt 106.38 Excess(+) Full Conversion

26.1 1) 5th Kilometer Stone 35 1 One No 4037.52 Excess(+) Full Conversion

26.2 2) Ordinary Kilometer stone 36 4 One No 2402.99 Excess(+) Full Conversion

26.3 3) 200 mtr Stone 37 12 One No 705.07 Excess(+) Full Conversion

27.1 600 mm equlaterial triangle 39 14 One No 2007.32 Excess(+) Full Conversion

27.2 800 mm x 600mm rectangular 40 6 One No 2161.78 Excess(+) Full Conversion

28 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(Village Board) 41 4 One No 3142.42 Excess(+) Full Conversion

29 Providing and fixing of typical MMSY Informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per the direction of the Engineer in charge 42 2 One No 11643.56 Excess(+) Full Conversion

30 Providing and fixing Asset Board with retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge. (1800mmx1200mm Rectangle) (Asset Board) (One side) 43 1 One No 27748.83 Excess(+) Full Conversion

31 44 2 One No 18087.93 Excess(+) Full Conversion

32 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 45 660.33 One Sqm 422.94 Excess(+) Full Conversion

33 46 108 One No 941.14 Excess(+) Full Conversion

34 MAINTENANCE Maintenance of earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 of MoRD and as per the direction of the Engineer in charge 47

1st year 48 350 Sqm 44.25 Excess(+) Full Conversion

2nd year 49 420 Sqm 44.25 Excess(+) Full Conversion

3rd year 50 490 Sqm 44.25 Excess(+) Full Conversion

4th Year 51 560 Sqm 44.25 Excess(+) Full Conversion

5th Year 52 630 Sqm 44.25 Excess(+) Full Conversion

35 Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per MORD Techinical Specification Cluase 1903 & direction of Engineer-in-charge. 53

1st year 54 84.9 Sqm 21.13 Excess(+) Full Conversion

2nd year 55 110.37 Sqm 21.13 Excess(+) Full Conversion

3rd year 56 110.37 Sqm 21.13 Excess(+) Full Conversion

4th Year 57 135.84 Sqm 21.13 Excess(+) Full Conversion

5th Year 58 152.82 Sqm 21.13 Excess(+) Full Conversion

36 Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 of MoRD by manual means and as per the direction of the Engineer in charge 59

1st year 60 140 Cum 424.99 Excess(+) Full Conversion

2nd year 61 168 Cum 424.99 Excess(+) Full Conversion

3rd year 62 196 Cum 424.99 Excess(+) Full Conversion

4th Year 63 224 Cum 424.99 Excess(+) Full Conversion

5th Year 64 252 Cum 424.99 Excess(+) Full Conversion

37 Maintenance of Bituminous surface road. Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 25 mm thick SDBC as per clause No. 508 of MoRD and as per the direction of the Engineer in charge 65

1st year 66 366.45 Sqm 368.23 Excess(+) Full Conversion

2nd year 67 510.36 Sqm 368.23 Excess(+) Full Conversion

3rd year 68 677.06 Sqm 368.23 Excess(+) Full Conversion

4th Year 69 846.85 Sqm 368.23 Excess(+) Full Conversion

5th Year 70 1055.65 Sqm 368.23 Excess(+) Full Conversion

38 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MoRD & direction of Engineer-in-charge. 71

1st year 72 3.07 Km 1564.06 Excess(+) Full Conversion

2nd year 73 3.07 Km 1564.06 Excess(+) Full Conversion

3rd year 74 3.07 Km 1564.06 Excess(+) Full Conversion

4th Year 75 3.07 Km 1564.06 Excess(+) Full Conversion

5th Year 76 3.07 Km 1564.06 Excess(+) Full Conversion

39 Maintenance of Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MoRD & direction of Engineer-in-charge. 77

1st year 78 10 No 1742.25 Excess(+) Full Conversion

2nd year 79 10 No 1742.25 Excess(+) Full Conversion

3rd year 80 10 No 1742.25 Excess(+) Full Conversion

4th Year 81 10 No 1742.25 Excess(+) Full Conversion

5th Year 82 10 No 1742.25 Excess(+) Full Conversion

40 Maintenance of 200 metre & km stone by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MoRD & direction of Engineer- 83

1st year 84 3.07 Km 899.76 Excess(+) Full Conversion

2nd year 85 3.07 Km 899.76 Excess(+) Full Conversion

3rd year 86 3.07 Km 899.76 Excess(+) Full Conversion

4th Year 87 3.07 Km 899.76 Excess(+) Full Conversion

5th Year 88 3.07 Km 899.76 Excess(+) Full Conversion

41 Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MoRD & direction of Engineer-in-charge. 89

1st year 90 30 No 179.74 Excess(+) Full Conversion

2nd year 91 33 No 179.74 Excess(+) Full Conversion

3rd year 92 32 No 179.74 Excess(+) Full Conversion

4th Year 93 31 No 179.74 Excess(+) Full Conversion

5th Year 94 34 No 179.74 Excess(+) Full Conversion

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1st year 96 60 No 11.21 Excess(+) Full Conversion

2nd year 97 65 No 11.21 Excess(+) Full Conversion

3rd year 98 64 No 11.21 Excess(+) Full Conversion

4th Year 99 66 No 11.21 Excess(+) Full Conversion

5th Year 100 70 No 11.21 Excess(+) Full Conversion

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䈀摩敤⁲慎敭㨠一䵕䕂ђ䕔员䐀呁၅瑉浥䐠獥牣灩楴湯儀慵瑮瑩չ湕瑩ᑳ摁楤楴湯⼠䐠摥捵楴湯䄀摤瑩潩 敄畤瑣潩慖畬獥%䌀牵敲据⁹潃癮牥楴湯愠慧湩瑳攠捡⁨瑉浥'儀潵整⁤畃牲湥祣椠义⁒ 瑏敨⁲畃牲湥祣 䔀捸獩⁥畄祴嘀呁'䘀敲杩瑨䌠慨杲獥⠠唠汮慯楤杮☠匠慴正湩⥧䄀祮传桴牥吠硡獥䐯瑵敩⽳敌楶獥 伀桴牥吠硡獥㈠G䤀䥉摲倠牡祴椠攮䐠升䐦⼠删呉卅攠捴䤠獮数瑣潩桃牡敧⁳぀㌮┴匫牥楶散吠硡R䰀獥⁳潦⁲敃癮瑡䌠敲楤ⱴ晩愠祮爠獥数瑣漠⁦畓灰楬獥唠摮牥映汵硅楣敳䐠瑵⁹慃整潧祲ᠠ佔䅔⁌䵁問呎†楗桴吠硡獥 101

1st year 102 1200 Sqm 3.74 Excess(+) Full Conversion

2nd year 103 1440 Sqm 3.74 Excess(+) Full Conversion

3rd year 104 1680 Sqm 3.74 Excess(+) Full Conversion

4th Year 105 1920 Sqm 3.74 Excess(+) Full Conversion

5th Year 106 2160 Sqm 3.74 Excess(+) Full Conversion

1st year 108 180 Sqm 35.81 Excess(+) Full Conversion

2nd year 109 180 Sqm 35.81 Excess(+) Full Conversion

3rd year 110 180 Sqm 35.81 Excess(+) Full Conversion

4th Year 111 180 Sqm 35.81 Excess(+) Full Conversion

5th Year 112 180 Sqm 35.81 Excess(+) Full Conversion

Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos

Quoted Rate in Figures Select

Quoted Rate in Words