Construction of Link Road from Langkhull to Baktawar Mohalla Dobdoban Nandimarg

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

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

Name of Work: Construction of Link Road from Langkhul to Baktawar Mohalla Dobdoban Nandimarg Adv cost:- 530.731 Lacs = (contract price = 449.772 + GST= 80.959 ) lacs

Contract No: . 74 of R&B/D.H. Pora/ 2025-26/E-TENDERING/5615-22 DATED: 04/03/2026.

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

2.03 Beyond 120 cm girth upto and including 240 cm girth. 0.000 No 0.400 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. ordinary Rock : 0.399 Cum 0.399 Excess(+) Full Conversion INR

4 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 : 0.200 Cum 0.200 Excess(+) Full Conversion INR

5 Banking available excavated earth in layers not exceeding 20 cm in depth,braking clods and consolidating each deposited layer with power road roller and watering, lead upto 50 m and lift upto 1.5 m. 0.000 Cum 0.400 Excess(+) Full Conversion INR

6 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 0.000 sqm 0.999 Excess(+) Full Conversion INR

7 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. 0.000 sqm 0.000 Excess(+) Full Conversion INR

8 Macadamisation of Road

9 supply and filling of RBM (River bed material ) including ramming, watering and spreading in uniform layers and consoldating each deposited layer with vibratary roller with all carraiges upto site of work complete. 0.000 Cum 0.199 Excess(+) Full Conversion INR

10 supplying and stacking at site graded crushed stone aggregate, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber, applying and brooming 13.2 mm nominal size type A screening and binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness) 0.999 Cum 0.200 Excess(+) Full Conversion INR

11 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 0.199 Excess(+) Full Conversion INR

12 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

13 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 0.000 Excess(+) Full Conversion INR

14 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

15 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 0.799 Excess(+) Full Conversion INR

16 Construction of Concrete Drain/ Kacha drain

17 Earth work in excavation all kinds of soil by mechanical means in trenches for foundations (not exceeding 1.5 m in width) and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms, all lifts including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 0.000 Cum 0.199 Excess(+) Full Conversion INR

18 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

19 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

20 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

21 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns 0.000 sqm 0.599 Excess(+) Full Conversion INR

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

22.01 Stone agg avg lead 15 km 0.000 cum 0.199 Excess(+) Full Conversion INR

22.02 Sand avg lead 40 km 0.000 cum 0.400 Excess(+) Full Conversion INR

23 Construction of B wall

24 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

25 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

26 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

27 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

28 Centering and shuttering including strutting, propping etc. and removal of form work for:concrete work 0.999 sqm 0.599 Excess(+) Full Conversion INR

29 Providing and fixing of 100 mm PVC class-B for weep holes 0.000 rm 0.600 Excess(+) Full Conversion INR

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

30.01 Stone agg avg lead 15 km 0.999 cum 0.199 Excess(+) Full Conversion INR

30.02 Sand avg lead 40 km 0.000 cum 0.400 Excess(+) Full Conversion INR

31 Construction of R-wall/Edge Wall

32 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

33 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

34 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

35 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. 0.999 Cum 0.199 Excess(+) Full Conversion INR

36 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 0.000 kg 0.199 Excess(+) Full Conversion INR

37 Centering and shuttering including strutting, propping etc. and removal of form work for:concrete work 0.000 sqm 0.599 Excess(+) Full Conversion INR

38 supply and filling of RBM including spreading, ramming, watering and and consoldation with all carraiges upto site of work complete. Backfilling 0.000 Cum 0.199 Excess(+) Full Conversion INR

39 Providing and fixing of 100 mm PVC class-B for weep holes 0.000 rm 0.600 Excess(+) Full Conversion INR

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

40.01 Stone agg avg lead 15 km 0.000 cum 0.199 Excess(+) Full Conversion INR

40.02 Sand avg lead 40 km 0.999 cum 0.400 Excess(+) Full Conversion INR

42 Providing and laying of 900 mm dia (NP2) RCC pipes in proper position/ grade including providong of required quantity of RBM over and under pipes as cusion including cost and carriages of pipes, RBM, loading, unloading complete. 0.000 RM 0.599 Excess(+) Full Conversion INR

43 Providing and laying of 600 mm dia (NP2) RCC pipes in proper position/ grade including providong of required quantity of RBM over and under pipes as cusion including cost and carriages of pipes, RBM, loading, unloading complete. 0.000 RM 0.199 Excess(+) Full Conversion INR

44 Providing and laying of 450 mm dia (NP2) RCC pipes in proper position/ grade including providong of required quantity of RBM over and under pipes as cusion including cost and carriages of pipes, RBM, loading, unloading complete. 0.000 RM 0.400 Excess(+) Full Conversion INR

45 Construction of 2 Mtr. Span RCC Box Culvert (1 No)

46 Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 : 0.000 Cum 0.200 Excess(+) Full Conversion INR

47 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

48 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

49 Providing and laying in position reinforced cement concrete 1:1.5:3 (1 Cement:1.5 Corase sand: 3 grade stone aggregate 20 mm nominal size) including curing but excluding the cost of centring, shuttering,finishing and reinforcement. All work upto plinth level 0.999 Cum 0.800 Excess(+) Full Conversion INR

50 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, walls, abutments etc upto floor five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 0.999 Cum 0.400 Excess(+) Full Conversion INR

51 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

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

52.01 Foundations, footings, bases for columns 0.000 sqm 0.599 Excess(+) Full Conversion INR

52.02 Suspended floors, roofs, landings, balconies and access platforms. 0.999 Sqm 0.399 Excess(+) Full Conversion INR

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

53 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 0.000 kg 0.199 Excess(+) Full Conversion INR

54 supply and filling of RBM (River bed material) including spreading, ramming, watering and and consoldation with all carraiges upto site of work complete. 0.999 cum 0.199 Excess(+) Full Conversion INR

55 Structural steel work in built up tublar(round, square, rectangular hollow sections) including cutting,welding hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 0.000 kg 0.200 Excess(+) Full Conversion INR

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

56.01 Stone agg avg lead 15 km 0.999 cum 0.199 Excess(+) Full Conversion INR

56.02 Sand avg lead 40 km 0.999 cum 0.400 Excess(+) Full Conversion INR

57 Const. of 1X10 M span composite plate Girder Bridge ( intermediate lane )

58 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. ordinary Rock : 0.999 Cum 0.399 Excess(+) Full Conversion INR

59 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

60 Dewatering of trenches during execution of work including diversion of Nallah complete job 0.000 job 0.599 Excess(+) Full Conversion INR

61 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

62 Providing and laying in position cement concrete 1:3:6 (1 Cement:3 Corase sand: 6 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 0.999 Excess(+) Full Conversion INR

63 Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge.All works upto plinth level 0.999 Cum 0.599 Excess(+) Full Conversion INR

64 Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. All works above plinth level upto floor V level 0.999 Cum 0.000 Excess(+) Full Conversion INR

65 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 0.000 kg 0.199 Excess(+) Full Conversion INR

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

66.01 Foundations, footings, bases for columns 0.000 sqm 0.599 Excess(+) Full Conversion INR

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

66.03 Suspended floors, roofs, landings, balconies and access platforms. 0.000 Sqm 0.399 Excess(+) Full Conversion INR

67 providing and fixing of 100 mm dia PVC pipes Type-B for weep holes complete 0.000 Rm 0.799 Excess(+) Full Conversion INR

68 providing and placing/ fixing in position for girder placement, Elastomeric pad bearings of approved make as per directions of engineer in charge 0.000 No 0.799 Excess(+) Full Conversion INR

69 Structural steel work in built up sections, trusses and framed work, including cutting, welding, hoisting, launching, fixing in position and applying a priming coat of approved steel primer all complete. 0.999 kg 0.200 Excess(+) Full Conversion INR

70 providing and fixing rain water spout as per drawing 0.000 No 0.200 Excess(+) Full Conversion INR

71 Providing and fixing in position expansion joints complete with U-strip made from 24 gauge copper strip. MS angles with welded anchors and MS top plate bolts/nuts etc.complete as per MOST standard drawing 0.000 rm 0.999 Excess(+) Full Conversion INR

72 supply and filling of RBM (River bed material) including spreading, ramming, watering and and consoldation with all carraiges upto site of work complete. Approach filling, backfilling 0.999 Cum 0.199 Excess(+) Full Conversion INR

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

73.01 Stone agg avg lead 15 km 0.999 cum 0.199 Excess(+) Full Conversion INR

73.02 Sand avg lead 40 km 0.999 cum 0.400 Excess(+) Full Conversion INR

75 Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 5x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.

75.01 Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. 0.000 No 0.799 Excess(+) Full Conversion INR

75.02 Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm. 0.000 No 0.000 Excess(+) Full Conversion INR

76 Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956- 01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage. 0.999 sqm 0.199 Excess(+) Full Conversion INR

77 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 aterial, 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. 0.000 sqm 0.600 Excess(+) Full Conversion INR

78 Metal beam Crash Barrier "W" type Metal beam crash barrier providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post 150x75x5 mm spaced 2 mtr centre to centre, 1.8 mtr high 1.1 mtr below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm 15 1367 and IS 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm, 330 mm long complete as per clause 811 of technical specification. (including P/L of CC 1:2:4 underground at every vertical member with 0.45 mtr dia of whole & 1 mtr depth) 0.000 rm 0.199 Excess(+) Full Conversion INR

79 structural steel for informative sign boards including priming coat and two or more coats of paintng complete 0.000 Kg 0.199 Excess(+) Full Conversion INR

81 Earth work in excavation by mechanical means in trenches for foundations (not exceeding 1.5 m in width) and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms, all lifts including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: all kinds of soil 0.999 Cum 0.199 Excess(+) Full Conversion INR

82 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 wire crates and stones complete as per the directions of Engineer In Charge mesh of wire crates 100X 100mm and wire of dia 4mm G.I 0.999 Cum 0.199 Excess(+) Full Conversion INR

83 supply and filling of RBM (River bed material) including spreading, ramming, watering and and consoldation with all carraiges upto site of work complete. 0.999 cum 0.199 Excess(+) Full Conversion INR

84 Providing and laying in position cement concrete 1:3:6 (1 Cement:3 Corase sand: 6 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 0.999 Excess(+) Full Conversion INR

85 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns 0.399 sqm 0.599 Excess(+) Full Conversion INR

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