Upgradation of Avil Gujjarbasti Road

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

Tender Inviting Authority: Executive Engineer R&B Division D.H Pora

Name of Work: Upgradation of Avil Gujjarbasti Road Cost:- a. Construction Cost 263.409 Lacs + Maintainence cost : 26.341 Lacs (Total = 289.750 Lacs (BASE cost Rs. 223.228 + Maintanence 22.323 + GST cost 44.199 Rs.)

Contract No: 75 of RnB/DH Pora/2025-26/E-TENDERING/ 5636-43 Dated: 05-03-2026.

Name of the Bidder/ Bidding Firm / Company :

Sl. No. ITEMS OF THE WORK Item Code / Make Quantity Units Estimated Rate in 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

2 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

2.01 Beyond 30 cm girth upto and including 60 cm girth. 0.000 No 0.399 Excess(+) Full Conversion INR

2.02 Beyond 60 cm girth upto and including 120 cm girth. 0.000 No 0.999 Excess(+) Full Conversion INR

3 Earth work in bulk excavation by mechanical means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : 0.999 Cum 0.200 Excess(+) Full Conversion INR

4 preparation of sub-Base/base course & berm

5 Supplying/Filling of RBM filling specified grading, including sorting, spreading to template, watering and consolidation to required gradient and rolling with 8-10 tonne PRR incl. all leads, lifts, loading, unloading carriage of materials all complete 0.000 Cum 0.199 Excess(+) Full Conversion INR

6 Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm 0.999 Cum 0.600 Excess(+) Full Conversion INR

7 Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) 0.000 Cum 0.600 Excess(+) Full Conversion INR

8 Supplying and stacking of Stone dust/ binding material at site including all carriages 0.999 Cum 0.199 Excess(+) Full Conversion INR

9 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 0.200 Cum 0.800 Excess(+) Full Conversion INR

10 Carriage of materials by Mechanical transport, from source to site of work including loading, unloading and stacking complete

10.01 Stone agg 63-45 mm size avg lead 40 km 0.999 cum 0.199 Excess(+) Full Conversion INR

10.02 stone screenings avg lead 8 km 0.000 cum 0.600 Excess(+) Full Conversion INR

11 Development of surface course

12 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 0.000 Cum 0.200 Excess(+) Full Conversion INR

13 Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. 0.000 sqm 0.999 Excess(+) Full Conversion INR

14 Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum /Batch Type Hot Mix Plant 0.000 Cum 0.799 Excess(+) Full Conversion INR

15 Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum /Batch Type Hot Mix Plant. 0.000 sqm 0.200 Excess(+) Full Conversion INR

16 Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. 0.000 sqm 0.000 Excess(+) Full Conversion INR

17 Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete 0.000 sqm 0.000 Excess(+) Full Conversion INR

18 Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications complete 0.000 sqm 0.600 Excess(+) Full Conversion INR

19 Cross Drainage

20 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : 0.000 Cum 0.199 Excess(+) Full Conversion INR

21 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 450 mm dia. R.C.C. pipe 0.000 rm 0.400 Excess(+) Full Conversion INR

22 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 600 mm dia. R.C.C. pipe 0.000 rm 0.200 Excess(+) Full Conversion INR

23 Supplying/Filling of RBM filling specified grading, including sorting, spreading to template, watering and consolidation to required gradient and rolling with 8-10 tonne PRR incl. all leads, lifts, loading, unloading carriage of materials all complete 0.999 Cum 0.199 Excess(+) Full Conversion INR

25 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : 0.000 Cum 0.199 Excess(+) Full Conversion INR

26 Providing and laying stone soling duly hand packed in maintaning level and section including ramming & carriage of the same up to site of work complete. 0.000 Cum 0.199 Excess(+) Full Conversion INR

27 Providing and laying in position cement concrete 1:4:8 (1 Cement:4 Corase sand: 8 grade stone aggregate 40 mm nominal size including curing but excluding the cost of centring and shuttering. All work upto plinth level 0.999 Cum 0.399 Excess(+) Full Conversion INR

28 Providing and laying in position cement concrete 1:2:4 (1 Cement:2 Corase sand: 4 grade stone aggregate 20 mm nominal size including curing but excluding the cost of centring and shuttering. All work upto plinth level 0.000 Cum 0.199 Excess(+) Full Conversion INR

29 Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate. 0.000 sqm 0.400 Excess(+) Full Conversion INR

30 Centering and shuttering including strutting, propping etc. and removal of form work for:

30.01 Foundations, footings, bases of columns etc. for mass concrete. 0.000 sqm 0.599 Excess(+) Full Conversion INR

30.02 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 0.000 sqm 0.999 Excess(+) Full Conversion INR

31 providing and ixing of 75 mm PVC type- B for weep holes 0.000 rm 0.199 Excess(+) Full Conversion INR

32 Carriage of materials by Mechanical transport, from source to site of work including loading, unloading and stacking complete

32.01 Stone agg avg lead 17 km 0.999 cum 0.200 Excess(+) Full Conversion INR

32.02 Sand avg lead 32 km 0.999 cum 0.599 Excess(+) Full Conversion INR

34 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : 0.000 Cum 0.199 Excess(+) Full Conversion INR

35 Providing and laying stone soling duly hand packed in maintaning level and section including ramming & carriage of the same up to site of work complete. 0.000 Cum 0.199 Excess(+) Full Conversion INR

36 Providing and laying in position cement concrete 1:4:8 (1 Cement:4 Corase sand: 8 grade stone aggregate 40 mm nominal size including curing but excluding the cost of centring and shuttering. All work upto plinth level 0.000 Cum 0.399 Excess(+) Full Conversion INR

37 Providing and laying in position cement concrete 1:2:4 (1 Cement:2 Corase sand: 4 grade stone aggregate 20 mm nominal size including curing but excluding the cost of centring and shuttering. All work upto plinth level 0.999 Cum 0.199 Excess(+) Full Conversion INR

38 Centering and shuttering including strutting, propping etc. and removal of form work for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 0.000 sqm 0.999 Excess(+) Full Conversion INR

39 providing and ixing of 75 mm PVC type- B for weep holes 0.000 rm 0.199 Excess(+) Full Conversion INR

40 supply and filling of Nallah Mukh/RBM as back filling including spreading, ramming, watering and consoldation with all carraiges upto site of work complete. 0.000 cum 0.199 Excess(+) Full Conversion INR

41 Carriage of materials by Mechanical transport, from source to site of work including loading, unloading and stacking complete

41.01 Stone agg avg lead 17 km 0.000 cum 0.200 Excess(+) Full Conversion INR

41.02 Sand avg lead 32 km 0.000 cum 0.599 Excess(+) Full Conversion INR

42 Concrete Drain

43 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : 0.000 Cum 0.199 Excess(+) Full Conversion INR

44 Providing and laying stone soling duly hand packed in maintaning level and section including ramming & carriage of the same up to site of work complete. 0.999 Cum 0.199 Excess(+) Full Conversion INR

45 Providing and laying in position cement concrete 1:4:8 (1 Cement:4 Corase sand: 8 grade stone aggregate 40 mm nominal size including curing but excluding the cost of centring and shuttering. All work upto plinth level 0.999 Cum 0.399 Excess(+) Full Conversion INR

46 Providing and laying in position cement concrete 1:2:4 (1 Cement:2 Corase sand: 4 grade stone aggregate 20 mm nominal size including curing but excluding the cost of centring and shuttering. All work upto plinth level 0.000 Cum 0.199 Excess(+) Full Conversion INR

47 Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate. 0.000 sqm 0.400 Excess(+) Full Conversion INR

48 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns 0.999 sqm 0.599 Excess(+) Full Conversion INR

49 Carriage of materials by Mechanical transport, from source to site of work including loading, unloading and stacking complete

49.01 Stone agg avg lead 17 km 0.000 cum 0.200 Excess(+) Full Conversion INR

49.02 Sand avg lead 32 km 0.999 cum 0.599 Excess(+) Full Conversion INR

51 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : 0.000 Cum 0.199 Excess(+) Full Conversion INR

52 supply and filling of Nallah stones in wire crates hand packed tightly including spreading,binding of wire crates after stone filling including cost and carriage of stones complete as per the directions of Engineer In Charge mesh of wire crates 100X 100mm and wire of dia 4mm G.I( but excluding cost of crates ) 0.999 Cum 0.800 Excess(+) Full Conversion INR

53 supply and laying of wire crates of 100X100 mm mesh size made of 4mm dia Gl wire including weaving,binding etc.as per the directions of engineer in charge 0.999 sqm 0.799 Excess(+) Full Conversion INR

54 supply and filling of RBM (River bed material) as back filling including spreading, ramming, watering and and consoldation with all carraiges upto site of work complete. 0.000 Cum 0.199 Excess(+) Full Conversion INR

55 Carriage of materials by Mechanical transport, from source to site of work including loading, unloading and stacking complete

55.01 Nallah Stones agg avg lead 17 km 0.999 cum 0.800 Excess(+) Full Conversion INR

56 Maintenance Cost for 5 Years

56.01 1st Year 0.000 year 0.690 Excess(+) Full Conversion INR

56.02 2nd Year 0.000 year 0.780 Excess(+) Full Conversion INR

56.03 3rd Year 0.000 year 0.380 Excess(+) Full Conversion INR

56.04 4th Year 0.000 year 0.471 Excess(+) Full Conversion INR

56.05 5th Year 0.000 year 0.271 Excess(+) Full Conversion INR

Total in Figures

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