NIT NO: 1082/TC/2026-27

DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD WIDENING & C.C. ROAD FROM ASHOK ALU HOUSE TO Dr. SINGH HOUSE AT KHARSIA 1

SN P/I ITEM N L B H QTY RATE AMOUNT

1 15/3.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

2 18/4.1.B Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

3 27/6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads and ODR )

SAY Rs 0.37 #REF!

DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD WIDENING & C.C. ROAD FROM VINOD SHARMA HOUSE TO GARDEN CHOWK AT KHARSIA 2

SN P/I ITEM N L B H QTY RATE AMOUNT

1 15/3.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

2 18/4.1.B Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

3 27/6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads and ODR )

SAY Rs 0.37 #REF!

DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD WIDENING & C.C. ROAD FROM VINOD SHARMA HOUSE TO BEHIND KAMLA NEHRU SCHOOL AT KHARSIA 3

SN P/I ITEM N L B H QTY RATE AMOUNT

1 15/3.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

2 18/4.1.B Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

3 27/6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads and ODR )

SAY Rs 0.47 #REF!

DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD WIDENING & C.C. ROAD FROM ASHOK ALU HOUSE TO BEHIND KAMLA NEHRU SCHOOL AT KHARSIA 4

SN P/I ITEM N L B H QTY RATE AMOUNT

1 15/3.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

2 18/4.1.B Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

3 27/6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads and ODR )

SAY Rs 0.47 #REF!

DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD WIDENING & C.C. ROAD AT LEFT SIDE OF DINDAYAL GARDEN AT KHARSIA 5

SN P/I ITEM N L B H QTY RATE AMOUNT

1 15/3.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

2 18/4.1.B Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

3 27/6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads and ODR )

SAY Rs 1.29 #REF!

DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD WIDENING & C.C. ROAD AT RIGHT SIDE OF DINDAYAL GARDEN AT KHARSIA 6

SN P/I ITEM N L B H QTY RATE AMOUNT

1 15/3.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

2 18/4.1.B Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

3 27/6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads and ODR )

SAY Rs 1.29 #REF!

DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD WIDENING & C.C. ROAD FROM DR. SINGH TO TOWARDS GIRDHAR GUPTA GALI'S ROAD AT KHARSIA 7

SN P/I ITEM N L B H QTY RATE AMOUNT

1 15/3.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

2 18/4.1.B Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

3 27/6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads and ODR )

SAY Rs 0.50 #REF!

DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD WIDENING & C.C. ROAD FROM MOTAR STAND TO GIRDHAR GUPTA GALI'S ROAD AT KHARSIA 8

SN P/I ITEM N L B H QTY RATE AMOUNT

1 15/3.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

2 18/4.1.B Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

3 27/6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads and ODR )

SAY Rs 0.87 #REF!

DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD WIDENING & C.C. ROAD FROM SUBHASH HOUSE TO KAMLA NEHRU SCHOOL AT KHARSIA 9

SN P/I ITEM N L B H QTY RATE AMOUNT

1 15/3.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

2 18/4.1.B Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

3 27/6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads and ODR )

SAY Rs 1.08 #REF!

DETAILED ESTIMATE FOR CONSTRUCTION OF C.C. ROAD FROM HALDAR HOUSE TO SONI HOUSE AT KHARSIA 10

SN P/I ITEM N L B H QTY RATE AMOUNT

1 15/3.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

2 18/4.1.B Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

3 27/6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads and ODR )

SAY Rs 0.57 #REF!

PUBLIC WORKS DEPARTMENT

NAME OF THE WORK

NIT Schedule For Construction of "Staff Quarter type VII" (G+5; 2 No.=2x40=80 Units) Building" for Raigarh Medical College, District-Raigarh (C.G.) UNDER SUB-DIVISION-RAIGARH, DIVISION-RAIGARH (C.G.)

Head-Central Sponsored Scheme

ESTIMATED COST:- Rs. 987.16 Lakh

OFFICE OF THE EXECUTIVE ENGINEER

PUBLIC WORKS DEPARTMENT (B&R), RAIGARH DIVISION, RAIGARH (C.G.)

NIT Schedule For Construction of "Staff Quarter type VII" (G+5; 2 No.=2x40=80 Units) Building" for Raigarh Medical College, District-Raigarh (C.G.) UNDER SUB-DIVISION-RAIGARH, DIVISION-RAIGARH (C.G.)

PAC AMOUNT RS. 987.16 LAKHS

SL. No. Department SOR Year Item Code Description UOM Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N)

1 PWD PWD BLD 2026 1.1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils. Cum 157.00 3648.49 572813.00 0 0 N

2 PWD PWD BLD 2026 1.1.4 In hard rocks where blasting in prohibited. Cum 678.00 408.24 276787.00 0 0 N

3 PWD PWD BLD 2026 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). Sqm 6.00 1216.60 7300.00 0 0 N

4 PWD PWD BLD 2026 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soils Cum 23.00 1392.78 32034.00 0 0 N

5 PWD PWD BLD 2026 1.26 Carriage by mechanical transport upto 5 km lead: Cum 94.00 3454.49 324722.00 0 0 N

6 PWD PWD BLD 2026 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). Cum 2525.00 758.04 1914051.00 0 0 N

7 PWD PWD BLD 2026 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. sqm 118.00 1414.48 166909.00 0 0 N

8 PWD PWD BLD 2026 2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure. sqm 194.00 1086.24 210731.00 0 0 N

9 PWD PWD BLD 2026 3.3.1 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-20 Grade Cum 3596.00 22.50 80910.00 0 0 N

11 PWD PWD BLD 2026 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. sqm 232.00 1343.10 311599.00 0 0 N

12 PWD PWD BLD 2026 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. Cum 315.00 4242.24 1336306.00 0 0 N

13 PWD PWD BLD 2026 3.12.1 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 Kg 46.00 224173 10311979 0 0 N

14 PWD PWD BLD 2026 2.1.8 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls. sqm 172.00 3309.90 569303.00 0 0 N

15 PWD PWD BLD 2026 2.1.6 Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes. sqm 303.00 2322.86 703827.00 0 0 N

16 PWD PWD BLD 2026 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) sqm 200.00 6828.99 1365798.00 0 0 N

17 PWD PWD BLD 2026 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings sqm 196.00 171.36 33587.00 0 0 N

18 PWD PWD BLD 2026 2.2 Extra for additional height every 1m or part thereof where height of staging for form work exceeds 4.0 metre with adequate bracing, propping etc at all levels, for suspended floor, roof, landing, beam and balcony. (only plan area is to be measured): sqm 34.00 4026.00 136884.00 0 0 N

19 PWD PWD BLD 2026 2.3 Extra for providing fixing and removing of propping from lower floor upwards for the concreting. Propping should be provided two floors below. The props of lower floor must be 50% of the props of the floor above including wedging etc. complete. In case propping is done in one floor below, only half the rate shall be paid sqm 14.00 4026.00 56364.00 0 0 N

20 PWD PWD BLD 2026 9.47.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for arately: For fixed portion Kg 281.00 17775 4994775.00 0 0 N

21 PWD PWD BLD 2026 9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately). Kg 287.00 8494 2437893.00 0 0 N

22 PWD PWD BLD 2026 9.51.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness Sqm 602.00 1061.80 639204.00 0 0 N

23 PWD PWD BLD 2026 9.58.2 Extra for providing and fixing tinted glass panes in aluminium door, window, ventilator shutters and partitions instead of float glass. 5 mm thickness Sqm 114.00 1061.80 121045.00 0 0 N

24 PWD PWD BLD 2026 9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized. Kg 23.00 26269.40 604196.00 0 0 N

25 PWD PWD BLD 2026 9.44 Providing and fixing “NETLON insect screens” with 25mm wide Hook and loop tape all around to wooden/ aluminium/ steel windows, ventilators and the like complete. Sqm 236.00 1061.80 250585.00 0 0 N

26 PWD PWD BLD 2026 13.6 15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish. Granite stone black Sqm 2787.00 1795.41 5003808.00 0 0 N

27 PWD PWD BLD 2026 4.7 Providing and laying integral cement based water proofing treatment on roofs, balconies, terraces etc with average thickness of 120mm and minimum thickness at khurra as 65 mm, consisting of following operations including surface preparation: i) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement mixed with water proofing compound conforming to IS. 2645 over the RCC slab including adjoining walls upto 300mm height. ii) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) mixed with water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) mixed with water proofing compound conforming to IS : 2645 to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. Sqm 519.00 1342.00 696498.00 0 0 N

28 PWD PWD BLD 2026 8.43.2 Providing and fixing 12mm thick, 150mm wide pelmet with 6mm thick top cover, 20mm dia nickel plated M.S. pipe (heavy duty) curtain rod and bracket including fixing with 10cm long 25x3mm M.S. flat, rawl plugs etc complete. 12 mm thick ply board, commercial veneering both face. metre 291.00 1275 371025.00 0 0 N

29 PWD PWD BLD 2026 8.44.3 Extra for providing and fixing heavy duty stainless steel pipe for curtain rod with two stainless steel brackets in pelmets instead of M.S. curtain rod of 20mm dia and M.S. brackets. (actual length of rod to be measured) 25 mm dia metre 195.00 1275 248625.00 0 0 N

30 PWD PWD BLD 2026 7.5.4 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) Cum 2774.00 815 2261143.00 0 0 N

31 PWD PWD BLD 2026 7.6 (A) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: - G.F Cum 103.00 196 20176.00 0 0 N

32 PWD PWD BLD 2026 7.6 (B) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: - F.F Cum 206.00 196 40351.00 0 0 N

33 PWD PWD BLD 2026 7.6 (C) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: -S.F Cum 309.00 196 60527.00 0 0 N

34 PWD PWD BLD 2026 7.6 (D) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: -T.F Cum 412.00 196 80703.00 0 0 N

35 PWD PWD BLD 2026 7.6 (E) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: -4.F. Cum 515.00 196 100878.00 0 0 N

36 PWD PWD BLD 2026 7.6 (F) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: -5.F. Cum 618.00 196 121054.00 0 0 N

37 PWD PWD BLD 2026 7.6 (G) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: - Mumty Cum 721.00 15 10930.00 0 0 N

38 PWD PWD BLD 2026 7.11.1 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level: Cement Mortar 1:3 (1 cement : 3 coarse sand) Sqm 335.00 3760 1259600.00 0 0 N

39 PWD PWD BLD 2026 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/ sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height. Sqm 73.00 3465.00 252945.00 0 0 N

40 PWD PWD BLD 2026 11.1.1 Providing and making 6mm thick cement plaster of mix : In Cement mortar 1:3 (1 cement : 3 fine sand) sqm 79.00 94.80 7489.00 0 0 N

41 PWD PWD BLD 2026 11.2.4 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 79.00 15063 1189980.00 0 0 N

42 PWD PWD BLD 2026 11.3.4 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 91.00 1073.16 97658.00 0 0 N

43 PWD PWD BLD 2026 11.7 Providing and making 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) finished with a top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand). sqm 139.00 15258.88 2120984.00 0 0 N

44 PWD PWD BLD 2026 11.11 Extra for plastering of exterior walls when height exceeds 10m above ground level for every additional height of 3.0m or part thereof. sqm 19.00 3581.60 68050.00 0 0 N

45 PWD PWD BLD 2026 13.4.3 15mm thick Granite work (machine cut, table rubbed & mirror polished) for wall lining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing with cement mortar 1:2 (1 white cement: 2 marble dust) mixed with matching pigment. (Area of slab should be over 0.5 sqm). Granite stone lakha red/ shahi red sqm 3619.00 220.80 799075.00 0 0 N

46 PWD PWD BLD 2026 12.45.2 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) sqm 2249.00 794.52 1786875.00 0 0 N

47 PWD PWD BLD 2026 12.46.2 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m). Granite stone black sqm 2311.00 498.22 1151386.00 0 0 N

48 PWD PWD BLD 2026 12.38.1 15mm thick Marble stone slab flooring over 18mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including grinding rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) Makrana white second quality. sqm 3,189.00 1536.00 4898304.00 0 0 N

49 PWD PWD BLD 2026 12.41.1 15mm thick Marble tiles in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (Area of tiles to be upto 0.18 sqm) Makrana white second quality. sqm 1,660.00 148.80 247008.00 0 0 N

50 PWD PWD BLD 2026 12.42 Extra for using white cement slurry instead of grey cement slurry in joints of marble stone flooring or tiles for all thickness sqm 10.00 1684.80 16848.00 0 0 N

51 PWD PWD BLD 2026 12.76.1 Providing and laying glazed viitrfied floor (GVT/PGVT) with digital print of random design with water absorption less than 0.05% and conforming to IS:15622-2017 of 1st quality of approved make in all colours, shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc complete. Size 600x600mm thickness 9 to 10mm sqm 819.00 2148.00 1759212.00 0 0 N

52 PWD PWD BLD 2026 12.75.2 Providing and fixing rectified glazed ceramic wall/dado tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all colours, shades on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete. Size 300x600mm thickness 7 to 8mm sqm 723.00 2144.64 1550575.00 0 0 N

53 PWD PWD BLD 2026 12.65.2 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm Pigment Coloured (rubber mould) precast interlock concrete blocks sqm 537.00 4400.00 2362800.00 0 0 N

54 PWD PWD BLD 2026 12.78.1 Providing and laying Matt Glazed finish HOMOGENEOUS ACROSS FULL BODY VITRIFIED floor tiles (heavy duty) with water absorption less than 0.05% and conforming to IS: 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse Sand ) including grouting the joints with white cement and matching pigment etc. complete. sqm 1131.00 757.34 856552.00 0 0 N

55 PWD PWD BLD 2026 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer. sqm 679.00 16.23 11020.00 0 0 N

56 PWD PWD BLD 2026 9.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. Kg 56.00 34867.50 1952580.00 0 0 N

57 PWD PWD BLD 2026 8.12.2 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 35 mm. thick (single leaf) Sqm 1704.00 822 1400944.00 0 0 N

58 PWD PWD BLD 2026 8.23.2 Providing and fixing 35mm thick wire gauge shutter having top and style rail 95mm width, bottom and lock rail 197mm width, using galvanized M.S. wire dia of 0.45 mm for doors, windows, clerestory windows excluding hinges. Bijasal, Haldu, Benteak, Khair Sqm 1,605.00 822.15 1319551.00 0 0 N

59 PWD PWD BLD 2026 14.60 Providing and applying of Acrylic primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 ( Product such as Asian Spark/suprimo , J.K. Primer, Dulux Acrylic Primer) with all tools tackles and labour etc. complete for the work. Sqm 31.00 31294.03 970115.00 0 0 N

60 PWD PWD BLD 2026 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare, JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work. Sqm 73.00 31294.03 2284464.00 0 0 N

61 PWD PWD BLD 2026 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats appied @ 1.25 lit / 10 Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and Semi Glossy Finish) of required shade (product such as Tractor emulsion , Dulux Promise, Nerolac Bueaty Silver, Berger bison/breeze , Opus I30/ Style Paint) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work . (With 2 Year warranty). Sqm 63.00 15157.84 954944.00 0 0 N

62 PWD PWD BLD 2026 14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades to give protective and water proof finish minimum three coats applied @ 1.43 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C ( Glossy /Semi Glossy finish ) (Product such as Asian Ace , Dulux Promise Exterior , Berger Wall Masta , Nerolac Suraksha Plus , Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work (With 2 Year Warranty) Sqm 60.00 16136.20 968172.00 0 0 N

63 PWD PWD BLD 2026 14.71 Providing and applying satin/ matt finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian satin Enamel, Dulux Promise Premium Enamel, Nerolac Synthatic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work. Sqm 113.00 2216.85 250504.00 0 0 N

64 PWD PWD BLD 2026 1.25.1 Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for pre-constructional curative cum preventive anti-termite treatment:(Five year service guarantee bond to be signed by contractor) Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm Sqm 23.00 809.29 18614.00 0 0 N

65 PWD PWD BLD 2026 1.25.2 Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the interval of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand). Meter 16.00 407.6 6522.00 0 0 N

66 PWD PWD BLD 2026 1.25.3 Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the interval of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand). Meter 11.00 349.20 3841.00 0 0 N

67 PWD PWD BLD 2026 8.122.1 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete. 250 x10mm Each 60.00 860.00 51600.00 0 0 N

68 PWD PWD BLD 2026 8.123.1 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete. 150 mm Each 26.00 860.00 22360.00 0 0 N

69 PWD PWD BLD 2026 8.76 Providing and fixing bright finished brass hanging door stopper with necessary brass finished MS steel screws complete. Each 37.00 430.00 15910.00 0 0 N

70 PWD PWD BLD 2026 8.120.2 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete. 250x16mm Each 120.00 860.00 103200.00 0 0 N

71 PWD PWD BLD 2026 4.22.2 Providing Water proofing treatment over Roof, Wall, Chhajjas, Balcony with Diamond Shield and Sealer coat or equivalent at leakage/ seepage area consisting of the operation: (ii) Providing and applying 1st coat of diamond shield or equivalent compound (having two component dry powder 80% Chemical 20% (chemical having 30% solid contents) making flexible waterproof and protective modified mortar with minimum thickness 70-80 micron after proper mixing of both the parts of compound along with laying of fiber glass mesh (of weaving size of 10x10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to set in natural air for minimum 2 Hrs. After 1st coat apply 2nd coat with minimum thickness 100 micron of the same compound. Allow the 2nd coat to set in natural air for minimum 4 Hrs. Total consumption of the diamond shield or equivalent in both coat should be @ 17.90 kg for 10sqm area. Sqm 358.00 267.17 95647.00 0 0 N

72 PWD PWD BLD 2026 12.55 Extra for necessary grinding and polishing to get mirror finish on KOTA/ Marble Stone flooring/ steps/ treads instead of normal grinding and polishing. Sqm 224.00 2183.02 488996.00 0 0 N

73 PWD PWD BLD 2026 9.57.2 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. SS Grade 304 Sqm 446.00 4702.50 2097315.00 0 0 N

74 PWD PWD BLD 2026 3.4(A) Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:-G.F. Cum 83.00 777.66 64546.00 0 0 N

75 PWD PWD BLD 2026 3.4(B) Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:-F.F. Cum 166.00 210.66 34970.00 0 0 N

76 PWD PWD BLD 2026 3.4(C) Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:-S.F. Cum 249.00 210.66 52454.00 0 0 N

77 PWD PWD BLD 2026 3.4(D) Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:-T.F. Cum 332.00 210.66 69939.00 0 0 N

78 PWD PWD BLD 2026 3.4(E) Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:-4F Cum 415.00 210.66 87424.00 0 0 N

79 PWD PWD BLD 2026 3.4(F) Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:-5F Cum 498.00 210.66 104909.00 0 0 N

80 PWD PWD BLD 2026 3.4(G) Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:-Mumty Cum 581.00 11.88 6902.00 0 0 N

81 PWD PWD BLD 2026 7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry. Sqm 53.00 3760.00 199280.00 0 0 N

82 PWD PWD BLD 2026 1.22 Supplying chlorpyrifos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified. Litre 177.00 3725.20 659360.00 0 0 N

83 PWD PWD BLD 2026 7.12(A) Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: -F.F. Sqm 9.00 250.24 2252.00 0 0 N

84 PWD PWD BLD 2026 7.12(B) Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: -S.F. Sqm 18.00 250.24 4504.00 0 0 N

85 PWD PWD BLD 2026 7.12(C) Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: -T.F. Sqm 27.00 250.24 6756.00 0 0 N

86 PWD PWD BLD 2026 7.12(D) Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: -4F Sqm 36.00 250.24 9009.00 0 0 N

87 PWD PWD BLD 2026 7.12(E) Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: -5F Sqm 45.00 250.24 11261.00 0 0 N

88 PWD PWD BLD 2026 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. Sqm 55.00 130.18 7160.00 0 0 N

89 PWD PWD BLD 2026 12.3.2 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 50 mm thick Sqm 216.00 14.40 3110.00 0 0 N

90 PWD PWD BLD 2026 11.7 Providing and making 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) finished with a top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand). Sqm 139.00 0.00 0.00 0 0 N

91 PWD PWD BLD 2026 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). Cum 3539.00 15 52519.00 0 0 N

92 PWD PWD BLD 2026 20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. Each 1453.00 8 11624.00 0 0 N

93 PWD PWD BLD 2026 9.1 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. Kg 52.00 144 7488.00 0 0 N

94 PWD PWD BLD 2026 20.15.1 Providing and fixing in position precast R.C.C. manhole cover and frame L D- 2.5 of required shape and approved quality Each 876.00 12 10512.00 0 0 N

95 PWD PWD BLD 2026 18.4.1 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : Each 2450.00 100.00 245000.00 0 0 N

96 PWD PWD BLD 2026 18.17.1 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : White Size 550x450 mm Each 1216.00 100.00 121600.00 0 0 N

97 PWD PWD BLD 2026 18.22.2 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 560x410 mm bowl depth 215 mm. Each 5279.00 12.00 63348.00 0 0 N

98 PWD PWD BLD 2026 18.19.1 Providing and fixing vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 961.00 100 96100.00 0 0 N

99 PWD PWD BLD 2026 18.29 Providing and fixing 600x450 mm beveled edge 4mm mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 509.00 112 57008.00 0 0 N

100 PWD PWD BLD 2026 18.76.1 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 75 mm dia pipe. Meter 155.00 480 74400.00 0 0 N

101 PWD PWD BLD 2026 18.76.2 110 mm dia pipe. Meter 227.00 360 81720.00 0 0 N

102 PWD PWD BLD 2026 18.77.1.1 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90°, 75 mm Each 96.00 160.00 15360.00 0 0 N

104 PWD PWD BLD 2026 18.77.3.2 Vent covel, 110 mm Each 37.00 8 296.00 0 0 N

105 PWD PWD BLD 2026 18.77.4.2 Access door cap, 110 mm Each 50.00 48.00 2400.00 0 0 N

106 PWD PWD BLD 2026 18.77.5 "P" trap 110mmx110mm long Each 193.00 12.00 2316.00 0 0 N

107 PWD PWD BLD 2026 18.77.5 Nahani trap 110x75mm Each 77.00 240.00 18480.00 0 0 N

108 PWD PWD BLD 2026 18.78.2 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm Each 52.00 500 26000.00 0 0 N

109 PWD PWD BLD 2026 19.6.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. EXTERNAL WORK, 50 mm nominal outer dia pipes Meter 405.00 500 202500.00 0 0 N

110 PWD PWD BLD 2026 19.6.4 32 mm nominal outer dia pipes Meter 194.00 150 29100.00 0 0 N

111 PWD PWD BLD 2026 19.6.3 25 mm nominal outer dia pipes Meter 140.00 300 42000.00 0 0 N

112 PWD PWD BLD 2026 19.5.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. CONCEALED WORK including cutting chases and making good the walls etc., 32 mm nominal outer dia .Pipes. Meter 241.00 390 93990.00 0 0 N

113 PWD PWD BLD 2026 19.5.3 25 mm nominal outer dia .Pipes. Meter 181.00 150 27150.00 0 0 N

114 PWD PWD BLD 2026 19.5.1 15 mm nominal outer dia .Pipes. Meter 113.00 90 10170.00 0 0 N

115 PWD PWD BLD 2026 19.14.2 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:, Long nose bib cock (500 grams) Each 387.00 100 38700.00 0 0 N

116 PWD PWD BLD 2026 19.14.4 Piller Cock (400 grams) Each 338.00 112 37856.00 0 0 N

117 PWD PWD BLD 2026 19.14.5 Two way bib cock (800 grams) Each 602.00 100 60200.00 0 0 N

118 PWD PWD BLD 2026 19.14.6 Stop cock (concealed) (600 grams) Each 420.00 8 3360.00 0 0 N

119 PWD PWD BLD 2026 19.14.7 Angle valve for basin mixer and geyser points (450 grams) Each 325.00 200 65000.00 0 0 N

120 PWD PWD BLD 2026 19.14.10 Wall mixer with elegant knob (1400 grams) Each 1519.00 100 151900.00 0 0 N

121 PWD PWD BLD 2026 19.14.14 Soap dish plate Each 139.00 224 31136.00 0 0 N

122 PWD PWD BLD 2026 19.14.15 Shower rose (revolving type) (150mm) Each 229.00 100 22900.00 0 0 N

123 PWD PWD BLD 2026 19.14.16 Towel rail (600mm long x 20mm dia) Each 287.00 112 32144.00 0 0 N

124 PWD PWD BLD 2026 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) Set 658.00 100 65800.00 0 0 N

125 PWD PWD BLD 2026 19.15 Providing and fixing stainless steel drain jali of approved make/quality. Each 43.00 100 4300.00 0 0 N

126 PWD PWD BLD 2026 19.17.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :, 25 mm nominal bore Each 367.00 2 734.00 0 0 N

127 PWD PWD BLD 2026 19.43 Cutting holes more than 20x20 cm and upto 30x30 cm in walls including making good the same : Each 106.00 300.00 31800.00 0 0 N

128 PWD PWD BLD 2026 19.45 Making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. Meter 39.00 150.00 5850.00 0 0 N

129 PWD PWD BLD 2026 20.6.2 Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN 6 for sewer application as per IS 14333-1996 (amended upto date) in trenches in complete including all material, labour, testing and commissioning as per direction of Engineer.Note : E/w to be measured and paid separately. 150 mm dia Meter 655.00 300.00 196500.00 0 0 N

130 PWD PWD BLD 2026 20.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design: 150 mm dia Meter 371.00 300.00 111300.00 0 0 N

131 PWD PWD BLD 2026 20.3.2 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/cm2, water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100 mm size P type. Each 1187.00 8.00 9496.00 0 0 N

132 PWD PWD BLD 2026 20.29.1 Providing and constructing brick masonry chamber for underground pipe and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) RCC cover of suitable size and 75mm thick with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including reinforcement 8mm dia bars at 150mm both ways and MS hooks for lifting, including foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 450x600 mm and 45 cm deep for single pipe line Each 1301.00 24.00 31224.00 0 0 N

133 PWD PWD BLD 2026 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) Point 1277.00 3.00 3831.00 0 0 N

134 PWD PWD BLD 2026 21.1.1.3 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge, Upto 90 metre depth below ground level., In All types of soil, 150 mm dia metre 288.00 100.00 28800.00 0 0 N

135 PWD PWD BLD 2026 21.1.2.3 Rocky strata including Boulders. 150 mm dia. metre 337.00 350.00 117950.00 0 0 N

136 PWD PWD BLD 2026 21.2.2.3 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge, Beyond 90 metre & upto 150 metre depth below ground level, Rocky strata including Boulders., 150 mm dia. metre 360.00 450.00 162000.00 0 0 N

137 PWD PWD BLD 2026 21.5.3 Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with Ivth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge., 150 mm nominal dia metre 1108.00 195.00 216060.00 0 0 N

138 PWD PWD BLD 2026 21.11.3 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:, 150 mm dia each 184.00 3.00 552.00 0 0 N

139 PWD PWD BLD 2026 21.12.3 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete., 150 mm clamp. each 897.00 9.00 8073.00 0 0 N

140 PWD PWD BLD 2026 19.6.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. EXTERNAL WORK, 32 mm nominal outer dia pipes metre 194.00 375.00 72750.00 0 0 N

141 PWD PWD BLD 2026 19.4.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. INTERNAL WORK - EXPOSED ON WALL, 32 mm nominal outer dia .Pipes. metre 230.00 90.00 20700.00 0 0 N

142 PWD PWD BLD 2026 19.18.2 Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 32 mm nominal bore each 473.00 6.00 2838.00 0 0 N

143 PWD PWD BLD 2026 19.11.4 Providing and fixing G.I. Union in G.I. pipe (New work) including cutting and threading the pipe and making long screws etc. complete: 32 mm nominal each 126.00 6.00 756.00 0 0 N

144 PWD PWD BLD 2026 21.3.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge. 150 mm nominal size dia. metre 459.00 100.00 45900.00 0 0 N

145 PWD PWD BLD 2026 11.2.4 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 78.00 61.56 4802.00 0 0 N

146 PWD PWD BLD 2026 21.14.1 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). Stone boulders of size range 5 cm to 20 cm, in recharge pit cum 734.00 10 7267.00 0 0 N

147 PWD PWD BLD 2026 21.14.2 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders cum 685.00 16 11097.00 0 0 N

148 PWD PWD BLD 2026 21.14.3 Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel cum 400.00 5 2160.00 0 0 N

149 PWD PWD BLD 2026 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 110 mm dia pipe. metre 227.00 100 22700.00 0 0 N

150 PWD PWD BLD 2026 18.76.3 150 mm dia pipe. metre 374.00 30 11220.00 0 0 N

151 PWD PWD BLD 2026 18.77.1.2 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90°, 110 mm each 131.00 160 20960.00 0 0 N

153 PWD PWD BLD 2026 18.78.2 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm each 52.00 240 12480.00 0 0 N

154 PWD PWD BLD 2026 1.7 Extra rate for quantity of work executed in or under water and/ or liquid mud including pumping out water. cum 43.00 16 706.00 0 0 N

155 PWD PWD BLD 2026 7.11.2 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 40 in superstructure above plinth level. sQM 325.00 14 4680.00 0 0 N

156 PWD PWD BLD 2026 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer. Kg 37.00 92 3404.00 0 0 N

157 PWD PWD BLD 2026 11.5 Neat Cement punning. sQM 28.00 62 1724.00 0 0 N

158 PWD ELECT 2026 1.7.1 Wiring for light/ fan/ exhaust fan / call bell point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with 5/6 amp modular switch, modular base and cover plate, suitable size G.I. box as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Short Point Point 226.00 430 97,180.00 0 0 N

159 PWD ELECT 2026 1.7.2 Medium Point Point 360.00 610 219,600.00 0 0 N

160 PWD ELECT 2026 1.7.3 Long Point Point 500.00 1006 503,000.00 0 0 N

161 PWD ELECT 2026 1.8 Wiring for twin control light point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with 5/6 amp modular switch, modular base and cover plate, suitable size G.I. box as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Point 357.00 56 19,992.00 0 0 N

162 PWD ELECT 2026 1.9 Extra for providing and fixing light plug point on board in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) point wiring with modular type 3 pin 5/6 amp socket outlet and 5/6 amp switch including cost of base and cover plate and G. I. box etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Point 184.00 530 97,520.00 0 0 N

163 PWD ELECT 2026 1.10.3 Wiring for light plug point with 3x2.5 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 6 Amp switch and 3 pin 6 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Long Point Point 784.00 120 94,080.00 0 0 N

164 PWD ELECT 2026 1.10.4 Extra Long Point I Point 1107.00 100 110,700.00 0 0 N

165 PWD ELECT 2026 1.10.5 Extra Long Point II Point 1408.00 100 140,800.00 0 0 N

166 PWD ELECT 2026 1.10.6 Extra Long Point III Point 1696.00 80 135,680.00 0 0 N

167 PWD ELECT 2026 1.11.3 Wiring for power plug point with 3x4 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 16 Amp switch and 6 pin 16 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Long Point Point 1148.00 82 94,136.00 0 0 N

168 PWD ELECT 2026 1.11.4 Extra Long Point I Point 1536.00 84 129,024.00 0 0 N

169 PWD ELECT 2026 1.11.5 Extra Long Point II Point 1968.00 64 125,952.00 0 0 N

170 PWD ELECT 2026 1.11.6 Extra Long Point III Point 2401.00 64 153,664.00 0 0 N

171 PWD ELECT 2026 1.13.1 Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, wire in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 3 X 1.5 sq. mm in 20mm conduit Metre 78.00 1200 93,600.00 0 0 N

172 PWD ELECT 2026 1.13.2 3 X 2.5 sq. mm in 20mm conduit Metre 94.00 7450 700,300.00 0 0 N

173 PWD ELECT 2026 1.13.3 6 X 2.5 sq. mm in 25mm conduit Metre 146.00 3600 525,600.00 0 0 N

174 PWD ELECT 2026 1.13.4 9 X 2.5 sq. mm in 32mm conduit Metre 202.00 1800 363,600.00 0 0 N

175 PWD ELECT 2026 1.13.6 3 X 4 sq. mm in 25mm conduit Metre 123.00 400 49,200.00 0 0 N

176 PWD ELECT 2026 1.13.14 6 X 10 sq. mm in 40mm conduit Metre 438.00 2800 1,226,400.00 0 0 N

177 PWD ELECT 2026 3.11.1 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, multi strand wire in the existing surface/ concealed, FRLS PVC conduit / PVC casing caping as per specification and IS: 694 (2010) 1 x 1.5 sq. mm Metre 13.00 5800 75,400.00 0 0 N

178 PWD ELECT 2026 5.4.3 Supplying and fixing following modular switch, socket, other accessories on the existing modular plate & switch box including connections but excluding modular plate etc. as per specification. Bell push Each 68.00 80 5,440.00 0 0 N

179 PWD ELECT 2026 5.4.4 15/16 amp switch Each 76.00 400 30,400.00 0 0 N

180 PWD ELECT 2026 5.4.6 6 pin 15/16 amp socket outlet Each 102.00 400 40,800.00 0 0 N

181 PWD ELECT 2026 5.4.9 Fan regulator (two module size) electronic stepped type moving all rounds Each 190.00 240 45,600.00 0 0 N

182 PWD ELECT 2026 5.4.16 T.V. antenna socket outlet Each 63.00 80 5,040.00 0 0 N

183 PWD ELECT 2026 5.4.18 25/32 amp A.C. Starter switch Each 209.00 240 50,160.00 0 0 N

184 PWD ELECT 2026 5.4.22 Batten/ angle holder Each 35.00 400 14,000.00 0 0 N

185 PWD ELECT 2026 5.4.23 Blanking plate Each 24.00 200 4,800.00 0 0 N

186 PWD ELECT 2026 5.7.2 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts A.C. supply, complete as per specification. Deluxe Each 91.00 80 7,280.00 0 0 N

187 PWD ELECT 2026 5.9 Providing and fixing round/ hexagonal fan box (125mm dia) depth 75mm (max.) with 12mm dia steel bar hook, 1.6mm thick MS sheet cover, in RCC slab etc. as per specification. Each 36.00 240 8,640.00 0 0 N

188 PWD ELECT 2026 6.1.3 Supplying, installation, testing and commissioning of following sizes ceiling fan including wiring the down rods of standard length up to 30 cm with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, earthing etc. complete as required. P.F. should be greater than 0.9, with BEE Star rating from 3 star and above, IS: 374:2019 including all amendments. 1200 mm sweep Each 1442.00 240 346,080.00 0 0 N

189 PWD ELECT 2026 6.7 Supplying, installation, testing and commissioning of 250/ 300 mm sweep 1400 rpm medium duty (continuous running) exhaust fan in existing opening in wall including earthing etc. complete as per specification. P.F. should be greater than 0.9 Each 1134.00 240 272,160.00 0 0 N

190 PWD ELECT 2026 6.11.2 Supplying and fixing following sizes of down rod of 15/20mm dia M.S. pipe of thickness 2 mm to ceiling fan including painting with matching colour etc. as per specification. 60 cm long Each 34.00 240 8,160.00 0 0 N

191 PWD ELECT 2026 6.17.5 Supplying, fixing, testing and commissioning of following LED lamps with inbuilt electronic driver heat sink and all other accessories in existing holder/ luminaries as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 12 Watt Each 183.00 400 73,200.00 0 0 N

192 PWD ELECT 2026 6.19.3 Supplying, installation, testing and commissioning of following LED tube light fitting including batten with Electronic Driver Heat sink Capacitor complete with all other accessories on surface/ in false ceiling, including connection, earthing etc complete as per specification and IP20, P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 18/20 watt {4 feet} Each 377.00 1250 471,250.00 0 0 N

193 PWD ELECT 2026 6.28.7 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 60 watt Each 3079.00 8 24,632.00 0 0 N

195 PWD ELECT 2026 7.16.1 Providing and making interconnection in cubical panel between BBC and switchgears with following size aluminium strip of length upto 50cm as per specification (To be measured separately for each phase/ neutral). 20x5mm (100 amps) Each 66.00 258 17,028.00 0 0 N

197 PWD ELECT 2026 7.17.2 Providing and making interconnection in cubical panel between BBC and switchgears with following size FRLS PVC insulated copper conductor wire lead of length upto 50cm including providing copper thimbles on both ends as per specification (To be measured separately for each phase/ neutral). 16 sqmm (63 amp) Each 88.00 408 35,904.00 0 0 N

198 PWD ELECT 2026 7.20.1 Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) aluminium bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 100 amp (20x5mm) Metre 609.00 56 34,104.00 0 0 N

200 PWD ELECT 2026 9.1.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu. 3 pole MCCB, 100A, Adjustable Thermal - Magnetic Release, 25KA Each 3174.00 86 272,964.00 0 0 N

201 PWD ELECT 2026 9.1.36 4 pole MCCB, 400A, Adjustable Thermal - Magnetic Release, 50KA Each 17303.00 4 69,212.00 0 0 N

202 PWD ELECT 2026 10.7.5 Providing and fixing metal clad, 4 pole, on load change over switch unit (with sheet steel enclosure), 415/500 volts, in cubicle panel including drilling holes on the board, connections, earthing the body, testing and commissioning etc. as per specification. (Connecting lead if required shall be paid separately) 400 amps Each 22476.00 2 44,952.00 0 0 N

203 PWD ELECT 2026 10.15.2 Providing and fixing following rating current transformer in existing cubical panel including, connections, testing and commissioning etc. as per specification. 100/5 amps Each 297.00 6 1,782.00 0 0 N

205 PWD ELECT 2026 10.23 Providing and fixing panel mounting digital type VAF (Volt-amp-frequency combined) Multi Function meter of size 100x100 (NS) in existing cubical panel including connection, testing and commissioning etc. as per specification. Each 1021.00 6 6,126.00 0 0 N

206 PWD ELECT 2026 9.2 Supplying and fixing on surface/ recess following way, 240 volts SP&N MCB distribution board of sheet steel phosphatized and powder painted complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator) 0.00 0 0 N

207 PWD ELECT 2026 9.2.6 Supplying and fixing on surface/ recess following way, 240 volts SP&N MCB distribution board of sheet steel phosphatized and powder painted complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator) 8 way, Double door Each 804.00 2 1,608.00 0 0 N

208 PWD ELECT 2026 9.10.1 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps Each 128.00 1070 136,960.00 0 0 N

209 PWD ELECT 2026 9.11.2 Supplying and fixing SP MCB, 240 volts, 'C' curve, suitable for inductive load in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps Each 126.00 490 61,740.00 0 0 N

210 PWD ELECT 2026 9.12.5 Supplying and fixing DP MCB, 240 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 63 amps Each 547.00 2 1,094.00 0 0 N

211 PWD ELECT 2026 9.16.5 Supplying and fixing TP&N MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 63 amps Each 1119.00 82 91,758.00 0 0 N

212 PWD ELECT 2026 12.16 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as per specification. Metre 98.00 240 23,520.00 0 0 N

213 PWD ELECT 2026 12.19 Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification: 0.00 0 0 N

214 PWD ELECT 2026 12.19.1 Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification: With 3 metre long GI Pipes and 50 kg back filling compound. Each 9312.00 24 223,488.00 0 0 N

215 PWD ELECT 2026 14.1.6 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 200 mm outer dia and 170 mm Inner dia Metre 437.00 300 131,100.00 0 0 N

216 PWD ELECT 2026 15.1.20 Supplying and laying following sizes one number FRLS PVC insulated/XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade direct in ground at a depth not less than 40 cm and upto 90 cm including excavtion, sand cushioning, protective covering and refilling the trench etc as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 3.5 x 300 sq. mm. Metre 934.00 160 149,440.00 0 0 N

218 PWD ELECT 2026 15.2.20 Supplying and laying following sizes additional one number, FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade direct in ground as in the same trench in one tier horizontal formation at a depth not less than 40 cm and upto 90 cm including excavtion, sand cushioning, protective covering and refilling the trench etc as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 3.5 x 300 sq. mm. Metre 889.00 160 142,240.00 0 0 N

219 PWD ELECT 2026 15.23.21 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. . 3½ X 300 sq. mm (63 mm) Each 524.00 64 33,536.00 0 0 N

220 PWD ELECT 2026 15.29.2 Supplying, fixing and cramping suitable size and all type Copper ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. . 10 sq. mm Each 18.00 258 4,644.00 0 0 N

221 PWD ELECT 2026 23.3.7 Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as per specification and IS: 694 (2010). Note: submersible Cable should be rust proof, safe from oil / Grease and under water Chemical / abrasion Resistant. 7.5 HP, three phase Each 28758.00 3 86,274.00 0 0 N

222 PWD ELECT 2026 23.5.4 Supplying and fixing of following sizes 'B' class G I pipe with all necessary Tee's, bends, sockets in the suction/ delivery line including cutting and threading etc. as per specification. 50 mm dia. Metre 375.00 350 131,250.00 0 0 N

223 PWD ELECT 2026 23.7.4 Supplying and fixing of following sizes GM gate valve ISI mark in the suction/ delivery line etc. as per specification. 50 mm dia. Each 899.00 6 5,394.00 0 0 N

224 PWD ELECT 2026 23.8.4 Supplying and fixing of following sizes GM non return valve ISI mark in the suction/ delivery line etc. as per specification. 50 mm dia. Each 1059.00 6 6,354.00 0 0 N

225 PWD ELECT 2026 23.10 Supply, installation, testing and commissioning of 5-7.5 HP 3 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as per specification. a) Phase indicating lamps with fuses and toggle switches 1 set b) 5/7.5 HP 3 phase DOL starter with over load and no volt relay 1 No c) 32 A C curve TPMCB 1 No"44152.00Each Each 3529.00 3 10,587.00 0 0 N

226 PWD ELECT 2026 23.12 Supplying and fixing M.S. clamp 50 cm long made of 50mmx5mm thick M.S. Flat for holding the pipes and submerable pump set as per specification. Metre 247.00 6 1,482.00 0 0 N

227 PWD ELECT 2026 23.13 Supplying and fixing 300 mm dia 2 mm thick M.S. sheet cover with 3 cm edge in two past on tube well bore pipe as per specification Each 330.00 6 1,980.00 0 0 N

228 PWD ELECT 2026 23.14.4 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as per specification and IS: 694 (2010). Note: Cable should be rust proof, safe from oil / Grease and under water Chemical / abrasion Resistant. 3x6.0 sqmm Metre 115.00 550 63,250.00 0 0 N

229 PWD ELECT 2026 23.16 Supplying and laying of approved make stainless steel wire rope of 6 mm dia for support of submersible pump set complete with tying to pump set and pump holding clamp. Metre 14.00 380 5,320.00 0 0 N

230 PWD ELECT 2026 2.13.14 Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, wire in surface FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) etc as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 6 X 10 sq. mm in 40mm conduit Metre 422.00 1170 493,740.00 0 0 N

231 PWD ELECT 2026 6.27.1 Supplying, installation, testing and commissioning of following LED Bulk Head fitting complete with Electronic Driver Heat sink Capacitor and all other accessories, including connection, earthing etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. IP65 10 watt Each 969.00 24 23,256.00 0 0 N

232 PWD ELECT 2026 9.4.5 Supplying and fixing on surface/ recess horizontal type following way, 415 volts, TPN MCB distribution board of sheet steel phosphatized and powder painted, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator) 6 way Double door Each 1732.00 80 138,560.00 0 0 N

233 PWD ELECT 2026 9.4.6 8 way Double door Each 2165.00 2 4,330.00 0 0 N

234 PWD ELECT 2026 9.20.2 Supplying and fixing following rating, 415 volts, FOUR POLES, ISOLATOR in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 63 amps Each 528.00 2 1,056.00 0 0 N

235 PWD ELECT 2026 9.22.3 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 63 amps Each 1,980.00 4 7,920.00 0 0 N

236 PWD ELECT 2026 12.9 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as per specification. Metre 62.00 1200 74,400.00 0 0 N

237 PWD ELECT 2026 15.14.1 Supplying and laying following sizes one number FRLS PVC insulated, PVC sheathed, steel armoured, copper conductor control /power cable of 1.1 KV grade on surface/ existing cable tray with 1 mm thick GI saddle as per specification and IS: 694 (2010). 2 x 1.5 sq. mm Metre 95.00 1155 109,725.00 0 0 N

238 PWD ELECT 2026 22.3 Suppy, installation, testing & commissitioning and putting into operation and final testing of automatic lift complete with ARD and all standard equipments, accessories and control equipments as per manufacturer's design and as per CPWD specification (Part III LIFTS) 1981and fulfilling following requirments on turn key basis. A. Type : Passenger lift B. Load : 8 passenger/ 544 Kg C. Speed : 1.5 metre per second D. Contol : AC2 E. Operation : Microprosser based simplex collective selective with/without lift attendent F. Total rise : About 9 mtrs G. Landings : 4 All on same side H. Floors served : G,1,2,3 I. Signals : Digital car position indicator, car travel direction indicator in car & at all landings J. Lift shaft size : About 1900 mm width X 1900 mm depth, finished with plaster (size as per actual site conditions) K. Lift car size : About 1300 mm width X 1100 mm depth L. Car entrance : Minimum Clear opening 800 mm wide X 2000 mm high protected with car door M. Landing entrance: Clear opening 800 mm wide X 2000 mm high protected with landing door N. Car door : Stainless steel /Glass Door two pannel telescopic/centre opening flush type O. Landing door : Stainless steel /Glass Door two pannel telescopic/centre opening flush type P. Door operation: Automatic electric power operated door with infra red protection Q. Car interior : Stainless steel pannel with hair line/ mirror/moon rock finish on all sides R. Car floor : Hard wood covered with PVC/ marblex tiles S. Car ceiling & lighting : Fluorscent lighting concealed by suspended false ceiling with plain acrylic diffuser. The frame of suspended false ceiling shall be of powder coated aluminium T. Car ventilation : Pressure fan with anodised aluminium grill U. Emergency lighting in car: Battery operated Emergency lighting in the lift car V. Intercom system : Battery operated Intercom system in lift car, machine room and control room W. Emergency alarm : Battery operated alarm bell system in lift car & contol room X. Position of machine room: Directly above the lift shaft Y. Electric power supply : AC 415 Volts 3 phase 50 Hz terminated in machine room Z. Fire man switch : Fire man switch at main landing termanal Job 1,541,542.00 2 3,083,084.00 0 0 N

239 PWD ELECT 2026 22.4 Add or deduct for providing all additional parts/ equipments or for enhancing the capacity of parts/ equipments in automatic lift for 8 persons, speed 1.5 m/sec for every additional floor beyond initial G+3 floors. each additional floor 80,288.00 4 321,152.00 0 0 N

240 PWD ELECT 2026 13.1 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, copper tube, having single prong at top, with 85 mm dia 3 mm thick copper base plate having 4 nos holes for fixing etc. complete as per specification. Each 652.00 20 13,040.00 0 0 N

241 PWD ELECT 2026 13.2 Making jointing of copper tape (with another copper tape, base of the finial or any other metallic object) by reverting, sweating and soldering/ nut bolting of as per specification. Each 43.00 120 5,160.00 0 0 N

242 PWD ELECT 2026 13.3 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as per specification.(For horizontal run) Metre 184.00 900 165,600.00 0 0 N

243 PWD ELECT 2026 13.4 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as per specification.(For vertical run) Metre 186.00 240 44,640.00 0 0 N

244 PWD ELECT 2026 13.5 Providing and fixing testing joint, made of 20 mm X 3 mm thick copper strip, 125 mm long, with 4 nos. of tinned brass bolts, nuts, chuck nuts and spring washers etc. complete as per specification. Each 79.00 18 1,422.00 0 0 N

245 PWD ELECT 2026 13.6 Providing and laying copper tape 32 mm X 6 mm from earth electrode directly in ground as per specification. Metre 556.00 1110 617,160.00 0 0 N

246 PWD ELECT 2026 12.20 Excavation for foundation in soft soil/hard soil including dressing of sides and ramming of bottoms, lifting and getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 metres Cum 143.00 36 5,148.00 0 0 N

247 PWD ELECT 2026 6.59 Supply and installation of timer including relay and contactor set complete as required. Each 3340.00 4 13,360.00 0 0 N

248 PWD ELECT 2026 6.103 Supplying, installation, testing and commissioning of Day/Night sensor 220 - 240 volt AC for lighting purpose of IP 65 wattage rating upto 100 Watts as per the specification Each 474.00 4 1,896.00 0 0 N

249 PWD ELECT 2026 7.19.1 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification. Upto 300 mm deep sqm 5795.00 4 23,180.00 0 0 N

250 PWD ELECT 2026 7.19.2 Above 300 mm and upto 450 mm deep sqm 6396.00 30 191,880.00 0 0 N

251 PWD ELECT 2026 7.19.3 Above 450 mm and upto 600 mm deep sqm 7241.00 6 43,446.00 0 0 N

252 PWD ELECT 2026 7.21.1 Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) copper (electric grade) bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 100 amp (20x3mm) Metre 1121.00 2 2,242.00 0 0 N

253 PWD ELECT 2026 10.14.4 Providing and fixing 4 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification. 100 amps Each 6236.00 2 12,472.00 0 0 N

254 PWD ELECT 2026 10.17 Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification. Each 80.00 18 1,440.00 0 0 N

255 PWD ELECT 2026 12.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) Set 2757.00 80 220,560.00 0 0 N

256 PWD ELECT 2026 12.3 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) Set 5278.00 14 73,892.00 0 0 N

257 PWD ELECT 2026 14.2.4 Supplying and laying HDPE pipe of 4kg/Sqcm in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 110 mm outer dia Metre 302.00 2400 724,800.00 0 0 N

258 PWD ELECT 2026 14.3.3 Supplying and laying following size medium class G.I. pipe in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 100 mm internal dia Metre 747.00 140 104,580.00 0 0 N

259 PWD ELECT 2026 15.15.1 Supplying and laying following sizes one number FRLS PVC insulated, PVC sheathed, unarmoured, copper conductor control /power cable of 1.1 KV grade on surface/ existing cable tray with 1 mm thick GI saddle as per specification and IS: 694 (2010). 2 x 1.5 sq. mm Metre 90.00 1000 90,000.00 0 0 N

260 PWD ELECT 2026 15.28.3 Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. . 16 sq. mm Each 16.00 600 9,600.00 0 0 N

261 PWD ELECT 2026 19.8.1 Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 4mm thick anchor plate, 4 nos 24mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 9 metre high, dia 155mm at bottom and 90mm at top, base plate size 260x260x16mm, foundation bolts 750mm long Each 11878.00 80 950,240.00 0 0 N

262 PWD ELECT 2026 19.11.7 Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification. 9 metre high Each 837.00 80 66,960.00 0 0 N

263 PWD ELECT 2026 19.12 Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification. cum 4436.00 54 239,544.00 0 0 N

264 PWD ELECT 2026 19.27 Supplying and fixing of single over hang (Arm) 1500 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI "A" Class pipe welded to 300 MM Long GI Pole canopy of suitable dia at angle of 102.50 Degree including having GI triangular stiffner and making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy including FRP Dome on existing pole etc. as per enclosed drawing and as per direction of engineer-in-charge. Each 1743.00 80 139,440.00 0 0 N

265 PWD ELECT 2026 30.2 Earth work in soft rock with all lead and 1.5 metre lift, dressing, stacking excavated strata including refilling with excavated soil in trench / pit to ground level complete as per specification cum 179.00 34 6,086.00 0 0 N

Total (In Rs.) 98716052

Say (In Rs. Lakh) 987.16 Lacs

Sub Engineer Sub Divisional Officer Executive Engineer

PWD Sub Dn. Raigarh PWD Raigarh Dn. Raigarh

Sub-Engineer P.W.D E/M Sub-Division Raigarh (C.G S.D.O P.W.D E/M Sub-Division Raigarh (C.G.) Executive Engineer P.W.D E/M Division Raigarh (C.G.)

DETAILED ESTIMATE OF WBM PATCH REPAIR OF DIFFERENT ROADS OF KHARSIA SUB DIVISION DETAILED ESTIMATE OF WBM PATCH REPAIR OF DIFFERENT ROADS OF KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-19/4.8 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

A Grading- II (Using Screening Crushable type such as Moorum or Gravel)

(i) Using Screening Crushable type such as Moorum or Gravel

Edu-Barbhona-Singhanpur Road (22.40 km) 1 22400.0 3.0 0.075 5040.0

Jobi-Bargarh Road(13.30 km) 1 9100.0 3.0 0.075 2047.5

Chhal-Gharghoda Road(26.4 km) 1 12000.0 7.0 0.075 6300.0

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO-1 ROAD AT KHARSIA SUB DIVISION DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO-1 ROAD AT KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-18/4.1 A Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 with mechanically crushed stone only

Plant mix method

(i) for grading-III Material

2 P-19/4.11 (B) (i) 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 carriage of mixed Material by tipper to site, 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.)

3 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

4 21/5.2 (ii) Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/ granular surface cleaned with mechanical broom and as per clause 503 of section 500.

(ii) Dry and hungry bituminous surface/granular surfaces treated wiyh primes @ 0.30 kg/sqm

5 24/5.13 (i) Bituminous Macadam (Providing and laying bituminous macadam with 60-90 TPH hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)

With mechanical paver finisher

for Grading II (19 mm nominal size, bitumen content 3.40%)

6 24/5.14 A Close Graded Premix Surfacing / Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 60 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. )

With 60/70 grade bitumen

Type B ( 13.2 mm to 0.09 mm size aggregates )

7 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

8 20/ 4.14 Construction of shoulders (Construction of shoulders as per clause 407 with selected soil from borrow pits / borrow areas having CBR not less than 12and shall have L.L. and P.I. Not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing 4% camber, watering rolling and royalty charges etc. complete. Y Y

B With Smooth wheeled roller

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO 1 & 2 ROAD AT KHARSIA SUB DIVISION DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO 1 & 2 ROAD AT KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-19/4.8 (B) (i) Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Grading- III (Using Screening Crushable type such as Moorum or Gravel)

Using Screening Crushable type such as Moorum or Gravel

2 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

3 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

SN P/I ITEM N L B H QTY RATE AMOUNT #REF!

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

4 41/10.2 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ETIMATE FOR WMM PATCH AND B.T. PATCH OF DOMNARA-BARRA-JOBI-KAFARMAR ROAD

SN P/I ITEM N L B H QTY RATE AMOUNT DETAILED ETIMATE FOR WMM PATCH AND B.T. PATCH OF DOMNARA-BARRA-JOBI-KAFARMAR ROAD

2 P-19/4.11 (B) (i) Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Grading- II (Using Screening Crushable type such as Moorum or Gravel)

Using Screening Crushable type such as Moorum or Gravel

3 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

7 41/10.2 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ETIMATE FOR CONSTRUCTION OF B.T. ROAD AT KHARSIA BY-PASS NO 2 , KM 3/2(30M) TO 3/4(150M)= ( 180 m)

SN P/I ITEM N L B H QTY RATE AMOUNT DETAILED ETIMATE FOR CONSTRUCTION OF B.T. ROAD AT KHARSIA BY-PASS NO 2 , KM 3/2(30M) TO 3/4(150M)= ( 180 m)

2 P-19/4.11 (B) (i) 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 carriage of mixed Material by tipper to site, 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.)

km 1 to 3/4=2.2 km

3 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

4 21/5.2 (ii) Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/ granular surface cleaned with mechanical broom and as per clause 503 of section 500.

(ii) Dry and hungry bituminous surface/granular surfaces treated with primes @ 0.30 kg/sqm

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

7 41/10.2 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

N.I.T. SCHEDULE OF B.T. PATCH REPAIR OF VARIOUS ROADS OF KHARSIA SUB DIVISION 1 N.I.T. SCHEDULE OF B.T. PATCH REPAIR OF VARIOUS ROADS OF KHARSIA SUB DIVISION

P.A.C.AMOUNT 25.0 lakhs

SN PAGE CHAPTER ITEM N0 SUB ITEM ITEM QTY UNIT RATE AMOUNT

1 43 10 10.3 - Filling Pot-holes and Patch Repairs with Close Graded Premix Surfacing / Mixed Seal Surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous material as per clause 512, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat.) 15920.00 SQM 157.0 2499440.0

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-1) 1 DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-1)

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-43/I-10.2 Filling Pot-holes and Patch Repairs with Open-Graded Premix Surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat.)

Khamhar to Beharchuan Road 10% 12000.0 3.0 3600.0

Gadapali to Sajapali Road 10% 3000.0 3.0 900.0

Farkanara-Puchhiapali-Tandapara to Khamhar Road 18.1% 6100.0 3.0 3312.3

2 P-43/I-10.3 Filling Pot-holes and Patch Repairs with Open-Graded Premix Surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat.)

Khamhar to Beharchuan Road 10% 12000.0 3.0 3600.0

Gadapali to Sajapali Road 10% 3000.0 3.0 900.0

Farkanara-Puchhiapali-Tandapara to Khamhar Road 18.1% 6100.0 3.0 3312.3

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-1) 1 DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-1)

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-43/I-10.2 Filling Pot-holes and Patch Repairs with Open-Graded Premix Surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat.)

Khamhar to Beharchuan Road 10% 12000.0 3.0 3600.0

Gadapali to Sajapali Road 10% 3000.0 3.0 900.0

Farkanara-Puchhiapali-Tandapara to Khamhar Road 18.1% 6100.0 3.0 3312.3

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-II) 2 DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-II)

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.5 Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading II Material

Bargarh-Sarwani Road 15% 4600.0 3.0 2070.0

Bargarh-Dhimani Road 12% 4800.0 3.0 1728.0

Kharsia-Tiyur Road 15% 7000.0 3.0 3150.0

Halahuli-Turekela Road 10.3% 2800.0 3.0 865.2

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-III) 3 DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-III)

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.5 Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading II Material

Chaple-Basnajhar Road 10% 14000.0 3.0 4200.0

Basnajhar Saraipaipali to Ranisagar Road 12% 7200.0 3.0 2592.0

Rajghatta Approach Road 12.14% 2800.0 3.0 1019.8

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF CHHAL CHADGHODA ROAD OF KHARSIA SUB DIVISION 4 DETAILED ESTIMATE OF B.T. PATCH REPAIR OF CHHAL CHADGHODA ROAD OF KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.5 Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading II Material

CHHAL GHADGHODA ROAD

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

Kurru Kafarmar Road 15% 3100.0 3.0 1395.0

Barra to Khamhar Road 10% 3800.0 3.0 1140.0

Gadapali to Sajapali Road 10% 3000.0 3.0 900.0

2 Gidha approach Road 10% 3600.0 3.0 1080.0

3 Halahuli-Turekela Road 10% 3000.0 3.0 900.0

4 Telikot-Thusekela to Rajivnagar Road 10% 4100.0 3.0 1230.0

6 Chaple-Basnajhar Road 5% 14000.0 3.0 2100.0

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DIFFERENT ROADS OF KHARSIA SUB DIVISION DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DIFFERENT ROADS OF KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

Edu-Barbhona-Singhanpur Road (22.40 km) 1 22400.0 3.0 67200.0

Jobi-Bargarh Road(13.30 km) 1 9000.0 3.0 27000.0

Chhal-Gharghoda Road(26.4 km) 1 12000.0 7.0 84000.0

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS ROADS OF KHARSIA SUB DIVISION DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS ROADS OF KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

Domnara-Barra-Jobi-Kafarmar Road(19.5 km) 60% 5000.0 3.0 9000.0

Chhal-Gharghoda Road(26.4 km)

KHAMHAR-KHADGAON-KATAUD-MINGI TO RAMPUR ROAD(15.00KM)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DIFFERENT ROADS OF KHARSIA SUB DIVISION UNDER PG DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DIFFERENT ROADS OF KHARSIA SUB DIVISION UNDER PG

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

Kharsia-Dabhra-Chandrapur Road (2.40 km) 11% 2400.0 4.95 1306.8

Hati-Kharsia Road (17.00 km) 25% 3200.0 7.0 5600.0

Domnara-Barra-Jobi-Kafarmar Road(19.5 km) 10% 4000.0 7.0 2800.0

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DOMNARA-BARRA-JOBI KAFARMAR,CHAL GHDGHODA ROAD AND KHAMHAR-KHADGAON-KATAUD-MINGI TO RAMPUR ROAD OF KHARSIA SUB DIVISION DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DOMNARA-BARRA-JOBI KAFARMAR,CHAL GHDGHODA ROAD AND KHAMHAR-KHADGAON-KATAUD-MINGI TO RAMPUR ROAD OF KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

Domnara Barra Jobi Kafarmar Road(19.50 km)

Chhal-Gharghoda Road(26.4 km)

Khamhar-Khadgaon-Kataud-Mingi to Rampur Road(15.0 km)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO-1 ROAD AT KHARSIA SUB DIVISION DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO-1 ROAD AT KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-18/4.1 A Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 with mechanically crushed stone only

Plant mix method

(i) for grading-III Material

2 P-19/4.11 (B) (i) 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 carriage of mixed Material by tipper to site, 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.)

3 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

4 21/5.2 (ii) Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/ granular surface cleaned with mechanical broom and as per clause 503 of section 500.

(ii) Dry and hungry bituminous surface/granular surfaces treated wiyh primes @ 0.30 kg/sqm

5 24/5.13 (i) Bituminous Macadam (Providing and laying bituminous macadam with 60-90 TPH hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)

With mechanical paver finisher

for Grading II (19 mm nominal size, bitumen content 3.40%)

6 24/5.14 A Close Graded Premix Surfacing / Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 60 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. )

With 60/70 grade bitumen

Type B ( 13.2 mm to 0.09 mm size aggregates )

7 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

8 20/ 4.14 Construction of shoulders (Construction of shoulders as per clause 407 with selected soil from borrow pits / borrow areas having CBR not less than 12and shall have L.L. and P.I. Not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing 4% camber, watering rolling and royalty charges etc. complete. Y Y

B With Smooth wheeled roller

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO 1 & 2 ROAD AT KHARSIA SUB DIVISION DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO 1 & 2 ROAD AT KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-19/4.8 (B) (i) Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Grading- III (Using Screening Crushable type such as Moorum or Gravel)

Using Screening Crushable type such as Moorum or Gravel

2 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

3 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

SN P/I ITEM N L B H QTY RATE AMOUNT #REF!

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

4 41/10.2 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ETIMATE FOR WMM PATCH AND B.T. PATCH OF DOMNARA-BARRA-JOBI-KAFARMAR ROAD

SN P/I ITEM N L B H QTY RATE AMOUNT DETAILED ETIMATE FOR WMM PATCH AND B.T. PATCH OF DOMNARA-BARRA-JOBI-KAFARMAR ROAD

2 P-19/4.11 (B) (i) Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Grading- II (Using Screening Crushable type such as Moorum or Gravel)

Using Screening Crushable type such as Moorum or Gravel

3 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

7 41/10.2 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ETIMATE FOR CONSTRUCTION OF B.T. ROAD AT KHARSIA BY-PASS NO 2 , KM 3/2(30M) TO 3/4(150M)= ( 180 m)

SN P/I ITEM N L B H QTY RATE AMOUNT DETAILED ETIMATE FOR CONSTRUCTION OF B.T. ROAD AT KHARSIA BY-PASS NO 2 , KM 3/2(30M) TO 3/4(150M)= ( 180 m)

2 P-19/4.11 (B) (i) 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 carriage of mixed Material by tipper to site, 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.)

km 1 to 3/4=2.2 km

3 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

4 21/5.2 (ii) Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/ granular surface cleaned with mechanical broom and as per clause 503 of section 500.

(ii) Dry and hungry bituminous surface/granular surfaces treated with primes @ 0.30 kg/sqm

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

7 41/10.2 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

N.I.T. SCHEDULE OF B.T. PATCH REPAIR OF VARIOUS ROADS OF KHARSIA SUB DIVISION 1 N.I.T. SCHEDULE OF B.T. PATCH REPAIR OF VARIOUS ROADS OF KHARSIA SUB DIVISION

P.A.C.AMOUNT 20.0 lakhs

SN PAGE CHAPTER ITEM N0 SUB ITEM ITEM QTY UNIT RATE AMOUNT

1 43 10 10.3 - Filling Pot-holes and Patch Repairs with Close Graded Premix Surfacing / Mixed Seal Surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous material as per clause 512, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat.) 12739.01 SQM 157.0 2000025.0

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-1) 1 DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-1)

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-43/I-10.2 Filling Pot-holes and Patch Repairs with Open-Graded Premix Surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat.)

Khamhar to Beharchuan Road 10% 12000.0 3.0 3600.0

Gadapali to Sajapali Road 10% 3000.0 3.0 900.0

Farkanara-Puchhiapali-Tandapara to Khamhar Road 18.1% 6100.0 3.0 3312.3

2 P-43/I-10.3 Filling Pot-holes and Patch Repairs with Open-Graded Premix Surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat.)

Khamhar to Beharchuan Road 10% 12000.0 3.0 3600.0

Gadapali to Sajapali Road 10% 3000.0 3.0 900.0

Farkanara-Puchhiapali-Tandapara to Khamhar Road 18.1% 6100.0 3.0 3312.3

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-1) 1 DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-1)

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-43/I-10.2 Filling Pot-holes and Patch Repairs with Open-Graded Premix Surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat.)

Khamhar to Beharchuan Road 10% 12000.0 3.0 3600.0

Gadapali to Sajapali Road 10% 3000.0 3.0 900.0

Farkanara-Puchhiapali-Tandapara to Khamhar Road 18.1% 6100.0 3.0 3312.3

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-II) 2 DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-II)

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.5 Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading II Material

Bargarh-Sarwani Road 15% 4600.0 3.0 2070.0

Bargarh-Dhimani Road 12% 4800.0 3.0 1728.0

Kharsia-Tiyur Road 15% 7000.0 3.0 3150.0

Halahuli-Turekela Road 10.3% 2800.0 3.0 865.2

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-III) 3 DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS VILLAGE ROADS OF KHARSIA SUB DIVISION (PART-III)

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.5 Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading II Material

Chaple-Basnajhar Road 10% 14000.0 3.0 4200.0

Basnajhar Saraipaipali to Ranisagar Road 12% 7200.0 3.0 2592.0

Rajghatta Approach Road 12.14% 2800.0 3.0 1019.8

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF CHHAL CHADGHODA ROAD OF KHARSIA SUB DIVISION 4 DETAILED ESTIMATE OF B.T. PATCH REPAIR OF CHHAL CHADGHODA ROAD OF KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.5 Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading II Material

CHHAL GHADGHODA ROAD

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

Kurru Kafarmar Road 15% 3100.0 3.0 1395.0

Barra to Khamhar Road 10% 3800.0 3.0 1140.0

Gadapali to Sajapali Road 10% 3000.0 3.0 900.0

2 Gidha approach Road 10% 3600.0 3.0 1080.0

3 Halahuli-Turekela Road 10% 3000.0 3.0 900.0

4 Telikot-Thusekela to Rajivnagar Road 10% 4100.0 3.0 1230.0

6 Chaple-Basnajhar Road 5% 14000.0 3.0 2100.0

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DIFFERENT ROADS OF KHARSIA SUB DIVISION DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DIFFERENT ROADS OF KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

Edu-Barbhona-Singhanpur Road (22.40 km) 1 22400.0 3.0 67200.0

Jobi-Bargarh Road(13.30 km) 1 9000.0 3.0 27000.0

Chhal-Gharghoda Road(26.4 km) 1 12000.0 7.0 84000.0

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS ROADS OF KHARSIA SUB DIVISION DETAILED ESTIMATE OF B.T. PATCH REPAIR OF VARIOUS ROADS OF KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

Domnara-Barra-Jobi-Kafarmar Road(19.5 km) 60% 5000.0 3.0 9000.0

Chhal-Gharghoda Road(26.4 km)

KHAMHAR-KHADGAON-KATAUD-MINGI TO RAMPUR ROAD(15.00KM)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DIFFERENT ROADS OF KHARSIA SUB DIVISION UNDER PG DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DIFFERENT ROADS OF KHARSIA SUB DIVISION UNDER PG

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

Kharsia-Dabhra-Chandrapur Road (2.40 km) 11% 2400.0 4.95 1306.8

Hati-Kharsia Road (17.00 km) 25% 3200.0 7.0 5600.0

Domnara-Barra-Jobi-Kafarmar Road(19.5 km) 10% 4000.0 7.0 2800.0

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DOMNARA-BARRA-JOBI KAFARMAR,CHAL GHDGHODA ROAD AND KHAMHAR-KHADGAON-KATAUD-MINGI TO RAMPUR ROAD OF KHARSIA SUB DIVISION DETAILED ESTIMATE OF B.T. PATCH REPAIR OF DOMNARA-BARRA-JOBI KAFARMAR,CHAL GHDGHODA ROAD AND KHAMHAR-KHADGAON-KATAUD-MINGI TO RAMPUR ROAD OF KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

Domnara Barra Jobi Kafarmar Road(19.50 km)

Chhal-Gharghoda Road(26.4 km)

Khamhar-Khadgaon-Kataud-Mingi to Rampur Road(15.0 km)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO-1 ROAD AT KHARSIA SUB DIVISION DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO-1 ROAD AT KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-18/4.1 A Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 with mechanically crushed stone only

Plant mix method

(i) for grading-III Material

2 P-19/4.11 (B) (i) 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 carriage of mixed Material by tipper to site, 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.)

3 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

4 21/5.2 (ii) Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/ granular surface cleaned with mechanical broom and as per clause 503 of section 500.

(ii) Dry and hungry bituminous surface/granular surfaces treated wiyh primes @ 0.30 kg/sqm

5 24/5.13 (i) Bituminous Macadam (Providing and laying bituminous macadam with 60-90 TPH hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)

With mechanical paver finisher

for Grading II (19 mm nominal size, bitumen content 3.40%)

6 24/5.14 A Close Graded Premix Surfacing / Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 60 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. )

With 60/70 grade bitumen

Type B ( 13.2 mm to 0.09 mm size aggregates )

7 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

8 20/ 4.14 Construction of shoulders (Construction of shoulders as per clause 407 with selected soil from borrow pits / borrow areas having CBR not less than 12and shall have L.L. and P.I. Not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing 4% camber, watering rolling and royalty charges etc. complete. Y Y

B With Smooth wheeled roller

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO 1 & 2 ROAD AT KHARSIA SUB DIVISION DETAILED ESTIMATE FOR B.T. PATCH OF BY-PASS NO 1 & 2 ROAD AT KHARSIA SUB DIVISION

SN P/I ITEM N L B H QTY RATE AMOUNT

1 P-19/4.8 (B) (i) Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Grading- III (Using Screening Crushable type such as Moorum or Gravel)

Using Screening Crushable type such as Moorum or Gravel

2 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

3 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

SN P/I ITEM N L B H QTY RATE AMOUNT #REF!

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

4 41/10.2 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ETIMATE FOR WMM PATCH AND B.T. PATCH OF DOMNARA-BARRA-JOBI-KAFARMAR ROAD

SN P/I ITEM N L B H QTY RATE AMOUNT DETAILED ETIMATE FOR WMM PATCH AND B.T. PATCH OF DOMNARA-BARRA-JOBI-KAFARMAR ROAD

2 P-19/4.11 (B) (i) Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Grading- II (Using Screening Crushable type such as Moorum or Gravel)

Using Screening Crushable type such as Moorum or Gravel

3 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

7 41/10.2 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH

DETAILED ETIMATE FOR CONSTRUCTION OF B.T. ROAD AT KHARSIA BY-PASS NO 2 , KM 3/2(30M) TO 3/4(150M)= ( 180 m)

SN P/I ITEM N L B H QTY RATE AMOUNT DETAILED ETIMATE FOR CONSTRUCTION OF B.T. ROAD AT KHARSIA BY-PASS NO 2 , KM 3/2(30M) TO 3/4(150M)= ( 180 m)

2 P-19/4.11 (B) (i) 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 carriage of mixed Material by tipper to site, 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.)

km 1 to 3/4=2.2 km

3 21/5.1 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clrearing of road surface and spraying primer at the rate of 0.850 kg/sqm using mechanical means)

4 21/5.2 (ii) Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/ granular surface cleaned with mechanical broom and as per clause 503 of section 500.

(ii) Dry and hungry bituminous surface/granular surfaces treated with primes @ 0.30 kg/sqm

1 P-41/10.4 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

for grading-III Material

7 41/10.2 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER

P.W.D. KHARSIA P.W.D. SUB DIVISION KHARSIA P.W.D. DIVISION RAIGARH