NIT NO: 1080/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 for the Construction of " 2 unit (G+5) each 50 Rooms Intern Hostel (Boys) Building" at Raigarh Medical College District-Raigarh (C.G.)

Head-Central Sponsored Scheme

ESTIMATED COST:- Rs. 703.69 Lakh

OFFICE OF THE EXECUTIVE ENGINEER

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

To enable entering data into the sheet, please click on 'Enable Editing'.

Please insert items from 12th row.

Every row will be considered as a distinct item.

The row, in which the two fields- 'Item Code' and 'Description' are blank, will not be considered.

If 'CREDIT ITEM' is not entered, default value '0' will be taken.

If 'Calc Field' is not entered, default value 'N' will be taken.

MAX ITEM LIMIT IN EACH EXCEL FILE IS 1000

NIT SCHEDULE FOR CONSTRUCTION OF 2 UNIT (G+5) Each 50 ROOMS "INTERN HOSTEL (BOYS) BUILDING" at Raigarh MEDICAL COLLEGE UNDER SUB-DIVISION-RAIGARH, DIVISION-RAIGARH (C.G.)

PAC AMOUNT RS. 703.69 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 1.2 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 1000.00 6,000 0 0 N

2 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 4592.76 721,063 0 0 N

3 PWD PWD BLD 2026 1.6.1 Extra for every additional lift of 1.5 m or part thereof. Cum 23.00 2531.98 58,236 0 0 N

4 PWD PWD BLD 2026 1.1.4 In hard rocks where blasting in prohibited. Cum 678.00 195.50 132,549 0 0 N

5 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 3766.42 161,956 0 0 N

6 PWD PWD BLD 2026 1.26.1 Carriage by mechanical transport upto 5 km lead: Earth Cum 94.00 439.88 41,349 0 0 N

7 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 2525.00 566.76 1,431,069 0 0 N

8 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 1646.16 5,919,591 0 0 N

9 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: -Ground Floor cum 83.00 165.92 13,771 0 0 N

10 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: -Ground Floor, First Floor cum 166.00 176.22 29,253 0 0 N

11 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: -Ground Floor, Second Floor cum 249.00 176.22 43,879 0 0 N

12 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: -Ground Floor, Third Floor cum 332.00 176.22 58,505 0 0 N

13 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: -Ground Floor, Fourth Floor cum 415.00 176.22 73,131 0 0 N

14 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: -Ground Floor, Fifth Floor cum 498.00 176.22 87,758 0 0 N

15 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: -Ground Floor, Mummty cum 581.00 23.08 13,409 0 0 N

16 PWD PWD BLD 2026 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer. kg 37.00 371.02 13,728 0 0 N

17 PWD PWD BLD 2026 3.12.1 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending etc. complete as per drawing including cost of binding wire. All complete.Thermo-Mechanically treated bars FE 415 kg 46.00 198874.80 9,148,241 0 0 N

18 PWD PWD BLD 2026 2.1.13 Weather shade, chhajja, Cornices and mouldings Cum 55.00 1784.04 98,122 0 0 N

19 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 315.00 661.54 208,385 0 0 N

20 PWD PWD BLD 2026 2.1.1 Providing and fixing form work including centering, 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 2720.92 321,069 0 0 N

21 PWD PWD BLD 2026 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape sqm 252.00 1599.00 402,948 0 0 N

22 PWD PWD BLD 2026 2.1.8 Beams, lintels, cantilevers & walls sqm 172.00 3781.04 650,339 0 0 N

23 PWD PWD BLD 2026 2.1.13 Weather shade, chhajja, Cornices and mouldings sqm 250.00 380.40 95,100 0 0 N

24 PWD PWD BLD 2026 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) sqm 200.00 4782.20 956,440 0 0 N

25 PWD PWD BLD 2026 2.1.4 Edge of slab, breaks in floor and walls upto 200 mm. Meter 29.00 1080.00 31,320 0 0 N

26 PWD PWD BLD 2026 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings sqm 196.00 176.22 34,539 0 0 N

27 PWD PWD BLD 2026 2.1.2 Wall of any thickness including attached plasters, buttresses etc. in super structure. sqm 194.00 191.84 37,217 0 0 N

28 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 2500 35,000 0 0 N

29 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 94 261,422 0 0 N

30 PWD PWD BLD 2026 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20 mm nominal size) including form work. cum 3601.00 2 6,482 0 0 N

31 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 1092 3,027,987 0 0 N

32 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: Ground Floor cum 103.00 9 882 0 0 N

33 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: First Floor cum 206.00 207 42,576 0 0 N

34 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: Ground Floor, Second Floor cum 309.00 207 63,864 0 0 N

35 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: Ground Floor, Third Floor cum 412.00 207 85,152 0 0 N

36 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: Fourth Floor cum 515.00 207 106,440 0 0 N

37 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: Fifth Floor cum 618.00 207 127,728 0 0 N

38 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: Ground Floor, Mummty cum 721.00 50 35,762 0 0 N

39 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. Cement Mortar 1:4 (1 cement : 4 coarse sand) sqm 325.00 179.40 58,305 0 0 N

40 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:-First Floor sqm 18.00 33.00 594 0 0 N

41 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:-Second Floor sqm 27.00 33 891 0 0 N

42 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:- Third Floor sqm 36.00 33.00 1,188 0 0 N

43 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:- Fourth Floor sqm 45.00 33.00 1,485 0 0 N

44 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: Fifth Floor sqm 54.00 33.00 1,782 0 0 N

45 PWD PWD BLD 2026 7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6 mm dia MS bars reinforcement at every third course of half brick masonry. sqm 53.00 165.00 8,745 0 0 N

46 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 2304.90 168,258 0 0 N

47 PWD PWD BLD 2026 11.5 Neat Cement punning. Sqm 28.00 518.04 14,505 0 0 N

48 PWD PWD BLD 2026 13.6.2 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 2,787.00 1515.60 4,223,977 0 0 N

49 PWD PWD BLD 2026 8.4.3 Providing and fixing Dash fastener (for fixing door/ window frames) on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Dash fastener 12x100mm each 33.00 1200.00 39,600 0 0 N

50 PWD PWD BLD 2026 13.19.2 Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work metre 146.00 5648.00 824,608 0 0 N

51 PWD PWD BLD 2026 13.22.2 Mirror polishing on marble work/ Kota stone/ Granite work where ever required to give high gloss finish complete. sqm 176.00 1227.60 216,058 0 0 N

52 PWD PWD BLD 2026 13.20 Extra for fixing marble /granite stone in facia and drops of width upto 150 mm with epoxy resin based adhesive instead of cement mortar including cleaning etc. complete. metre 218.00 3552.00 774,336 0 0 N

53 PWD PWD BLD 2026 13.21 Extra for making opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including making necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete. each 215.00 12.00 2,580 0 0 N

54 PWD PWD BLD 2026 8.12.3 Providing and fixing flush door shutters, conforming to IS : 2202 (PartI), 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. 30 mm. thick (single leaf) sqm 1557.00 431.35 671,612 0 0 N

55 PWD PWD BLD 2026 8.15 Extra for double leaf shutter instead of single leaf. sqm 44.00 21.84 961 0 0 N

56 PWD PWD BLD 2026 8.58.2 Providing and fixing bright finished brass butt hinges with brass polished MS screws complete: 100x85x5.50 mm (Heavy Type) each 166.00 612.00 101,592 0 0 N

57 PWD PWD BLD 2026 8.60.2 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws complete: 250x16mm each 292.00 408 119,136 0 0 N

58 PWD PWD BLD 2026 8.62.4 Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete: 100x10mm each 101.00 204.00 20,604 0 0 N

59 PWD PWD BLD 2026 8.67 Providing and fixing of bright finished brass mortise latch and lock 100x65mm with six levers and a pair of lever handles with brass polished MS screws etc. complete. each 825.00 4.00 3,300 0 0 N

60 PWD PWD BLD 2026 8.73 Providing and fixing 150mm bright finished brass floor door stopper with rubber cushion & brass polished MS screws etc complete to suit the shutter thickness. each 62.00 204.00 12,648 0 0 N

61 PWD PWD BLD 2026 8.84.1 Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete:125 mm each 50.00 408.00 20,400 0 0 N

62 PWD PWD BLD 2026 9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. kg 64.00 240.00 15,360 0 0 N

63 PWD PWD BLD 2026 8.3 Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm. Each 62.00 12.00 744 0 0 N

64 PWD PWD BLD 2026 9.16.2 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Angle-iron frames kg 62.00 2180.00 135,160 0 0 N

65 PWD PWD BLD 2026 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. kg 57.00 6626.4 377,705 0 0 N

66 PWD PWD BLD 2026 9.3.1 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. Electric resistance or induction butt welded tubes Grade-250 kg 75.00 1430.00 107,250 0 0 N

67 PWD PWD BLD 2026 10.13 Supply and fixing of precoated TILE PATTERN profile sheets of approved make, colour, over all size, corrugation shape and pitch, having total coated thickness (TCT) 0.45 mm (approx weight 4.9 kg/sqm) with Zn-Al coating and superior paint and having yeild strength of 550 MPa. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. sqm 801.00 71.50 57,272 0 0 N

68 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 separately: For fixed portion kg 281.00 8659.20 2,433,235 0 0 N

69 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 6494.40 1,863,893 0 0 N

70 PWD PWD BLD 2026 9.34 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. sqm 672.00 160.20 107,654 0 0 N

71 PWD PWD BLD 2026 9.51.1 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 4 mm thickness sqm 519.00 518.40 269,050 0 0 N

72 PWD PWD BLD 2026 9.59.1 Extra for providing and fixing reflective glass panes in aluminium door, window, ventilator shutters and partitions instead of float glass. 4 mm thickness sqm 263.00 320.40 84,265 0 0 N

73 PWD PWD BLD 2026 9.61.1 Providing and fixing aluminium composite panels in approved panel sizes, thickness and shape on aluminium frame work on face of building. (Frame to be paid separately) 3mm thick sqm 1091.00 564.00 615,324 0 0 N

74 PWD PWD BLD 2026 11.2.3 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand) Sqm 82.00 6961.02 570,804 0 0 N

75 PWD PWD BLD 2026 11.3.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand) sqm 96.00 2565.86 246,323 0 0 N

76 PWD PWD BLD 2026 11.37.1 Providing and making pointing on brick work with cement Mortar 1:3 (1 cement : 3 fine sand) Flush pointing sqm 23.00 9526.88 219,118 0 0 N

77 PWD PWD BLD 2026 11.31.3 Providing and making 12mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand) per cm width: Raised Band metre 3.00 1020.00 3,060 0 0 N

78 PWD PWD BLD 2026 12.3.3 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. 75 mm thick sqm 293.00 468.30 137,212 0 0 N

79 PWD PWD BLD 2026 1.22 Supplying chlorpyrifos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified. Litre 177.00 2341.50 414,446 0 0 N

80 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 23.00 468.25 10,770 0 0 N

81 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). metre 16.00 305.60 4,890 0 0 N

82 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). metre 11.00 180.50 1,986 0 0 N

83 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 232.00 162.72 37,751 0 0 N

84 PWD PWD BLD 2026 4.13.2 Grading roof for water proofing treatment with: Cement mortar 1:3 (1 cement : 3 coarse sand) cum 3920.00 48.66 190,747 0 0 N

85 PWD PWD BLD 2026 4.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom, kitchen etc., by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation: Sqm 155.00 604.50 93,698 0 0 N

86 PWD PWD BLD 2026 4.21 Providing post water proofing treatment against dampness & Seepage in roof, terraces, sunken floor of toilets with reinforced acrylic breathable (polymer content 35%, eX-Axisation at break at > 100%) coating consisting of following operations: i) Removing loose material and cleaning the surface. ii) Priming in one coat with water based acrylic emulsion. iii) Three coats with reinforced acrylic breathable polymer. sqm 519.00 987.76 512,647 0 0 N

87 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 2,362,800 0 0 N

88 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. Size 600x600mm thickness 9 to 10mm sqm 1131.00 1010.00 1,142,310 0 0 N

89 PWD PWD BLD 2026 12.76.1 Providing and laying glazed viitrified 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 2725.40 2,232,103 0 0 N

90 PWD PWD BLD 2026 10.49 Providing and fixing ISI Marked designer tiles of approved design and size confirming to IS: 13801 over and including 20mm thick cement plaster 1:3 including floating coat of cement slurry on bed and filling joints with neat cement slurry mixed with pigment to match the shade of tiles complete. sqm 852.00 1152.00 981,504 0 0 N

91 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 1013.00 732,399 0 0 N

92 PWD PWD BLD 2026 12.74.2 Providing and fixing rectified glazed ceramic Floor tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all colours, shades over 20mm 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 400x400mm thickness 7 to 8 mm sqm 702.00 367.50 257,985 0 0 N

93 PWD PWD BLD 2026 12.46.1 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 grey/pink sqm 1589.00 209.46 332,832 0 0 N

94 PWD PWD BLD 2026 12.46 Extra for nosing in Granite stone for treads. Meter 107.00 312 33,384 0 0 N

95 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 13885 1,013,637 0 0 N

96 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 13885 430,449 0 0 N

97 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 11320 713,134 0 0 N

98 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 2565.86 153,952 0 0 N

99 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 113.00 342.24 38,673 0 0 N

100 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 3,110 0 0 N

101 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 139.00 195.84 27,222 0 0 N

102 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 14.84 52,519 0 0 N

103 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 11,624 0 0 N

104 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 7,488 0 0 N

105 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 10,512 0 0 N

106 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 2450.00 100 245,000 0 0 N

107 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 1216.00 100.00 121,600 0 0 N

108 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 63,348 0 0 N

109 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. 961.00 100.00 96,100 0 0 N

110 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 57,008 0 0 N

111 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 74,400 0 0 N

112 PWD PWD BLD 2026 18.76.2 110 mm dia pipe. Meter 227.00 360 81,720 0 0 N

113 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 15,360 0 0 N

115 PWD PWD BLD 2026 18.77.3.2 Vent covel, 110 mm Each 37.00 8.00 296 0 0 N

116 PWD PWD BLD 2026 18.77.4.2 Access door cap, 110 mm Each 50.00 48 2,400 0 0 N

117 PWD PWD BLD 2026 18.77.5 "P" trap 110mmx110mm long Each 193.00 12.00 2,316 0 0 N

118 PWD PWD BLD 2026 18.77.5 Nahani trap 110x75mm Each 77.00 240.00 18,480 0 0 N

119 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 52.00 500.00 26,000 0 0 N

120 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 405.00 500 202,500 0 0 N

121 PWD PWD BLD 2026 19.6.4 32 mm nominal outer dia pipes Meter 194.00 150 29,100 0 0 N

122 PWD PWD BLD 2026 19.6.3 25 mm nominal outer dia pipes Meter 140.00 300 42,000 0 0 N

123 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 93,990 0 0 N

124 PWD PWD BLD 2026 19.5.3 25 mm nominal outer dia .Pipes. Meter 181.00 150 27,150 0 0 N

125 PWD PWD BLD 2026 19.5.1 15 mm nominal outer dia .Pipes. Meter 113.00 90 10,170 0 0 N

126 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 38,700 0 0 N

127 PWD PWD BLD 2026 19.14.4 Piller Cock (400 grams) Each 338.00 112 37,856 0 0 N

128 PWD PWD BLD 2026 19.14.5 Two way bib cock (800 grams) Each 602.00 100 60,200 0 0 N

129 PWD PWD BLD 2026 19.14.6 Stop cock (concealed) (600 grams) Each 420.00 8 3,360 0 0 N

130 PWD PWD BLD 2026 19.14.7 Angle valve for basin mixer and geyser points (450 grams) Each 325.00 200 65,000 0 0 N

131 PWD PWD BLD 2026 19.14.10 Wall mixer with elegant knob (1400 grams) Each 1519.00 100 151,900 0 0 N

132 PWD PWD BLD 2026 19.14.14 Soap dish plate Each 139.00 224 31,136 0 0 N

133 PWD PWD BLD 2026 19.14.15 Shower rose (revolving type) (150mm) Each 229.00 100 22,900 0 0 N

134 PWD PWD BLD 2026 19.14.16 Towel rail (600mm long x 20mm dia) Each 287.00 112 32,144 0 0 N

135 PWD PWD BLD 2026 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) Set 658.00 100 65,800 0 0 N

136 PWD PWD BLD 2026 19.15 Providing and fixing stainless steel drain jali of approved make/quality. Each 43.00 100 4,300 0 0 N

137 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 0 0 N

138 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 31,800 0 0 N

139 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 5,850 0 0 N

140 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 655.00 300.00 196,500 0 0 N

141 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 371.00 300.00 111,300 0 0 N

142 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 9,496 0 0 N

143 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 31,224 0 0 N

144 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 3,831 0 0 N

145 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 28,800 0 0 N

146 PWD PWD BLD 2026 21.1.2.3 Rocky strata including Boulders. 150 mm dia. metre 337.00 350.00 117,950 0 0 N

147 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 360.00 450.00 162,000 0 0 N

148 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 1108.00 195.00 216,060 0 0 N

149 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 0 0 N

150 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 8,073 0 0 N

151 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 72,750 0 0 N

152 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 20,700 0 0 N

153 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 2,838 0 0 N

154 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 0 0 N

155 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 45,900 0 0 N

156 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 4,802 0 0 N

157 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 9.90 7,267 0 0 N

158 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 11,097 0 0 N

159 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 2,160 0 0 N

160 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 22,700 0 0 N

161 PWD PWD BLD 2026 18.76.3 150 mm dia pipe. metre 374.00 30 11,220 0 0 N

162 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 20,960 0 0 N

164 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 12,480 0 0 N

165 PWD PWD BLD 2026 9.57.1 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 204 Kg 397.00 6570 2,608,290 0 0 N

1 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 226.00 302 68,252 0 0 N

2 PWD ELECT 2026 1.7.2 Medium Point Point 360.00 360 129,600 0 0 N

3 PWD ELECT 2026 1.7.3 Long Point Point 500.00 542 271,000 0 0 N

4 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 64 22,848 0 0 N

5 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 184.00 350 64,400 0 0 N

6 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 60 47,040 0 0 N

7 PWD ELECT 2026 1.10.4 Extra Long Point I Point 1107.00 80 88,560 0 0 N

8 PWD ELECT 2026 1.10.5 Extra Long Point II Point 1408.00 80 112,640 0 0 N

9 PWD ELECT 2026 1.10.6 Extra Long Point III Point 1696.00 80 135,680 0 0 N

10 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 42 48,216 0 0 N

11 PWD ELECT 2026 1.11.4 Extra Long Point I Point 1536.00 44 67,584 0 0 N

12 PWD ELECT 2026 1.11.5 Extra Long Point II Point 1968.00 44 86,592 0 0 N

13 PWD ELECT 2026 1.11.6 Extra Long Point III Point 2401.00 84 201,684 0 0 N

14 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 78.00 920 71,760 0 0 N

15 PWD ELECT 2026 1.13.2 3 X 2.5 sq. mm in 20mm conduit Metre 94.00 5600 526,400 0 0 N

16 PWD ELECT 2026 1.13.3 6 X 2.5 sq. mm in 25mm conduit Metre 146.00 2800 408,800 0 0 N

17 PWD ELECT 2026 1.13.4 9 X 2.5 sq. mm in 32mm conduit Metre 202.00 1400 282,800 0 0 N

18 PWD ELECT 2026 1.13.6 3 X 4 sq. mm in 25mm conduit Metre 123.00 200 24,600 0 0 N

19 PWD ELECT 2026 1.13.14 6 X 10 sq. mm in 40mm conduit Metre 438.00 1600 700,800 0 0 N

20 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 2800 36,400 0 0 N

21 PWD ELECT 2026 5.4.4 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. 15/16 amp switch Each 76.00 200 15,200 0 0 N

22 PWD ELECT 2026 5.4.6 6 pin 15/16 amp socket outlet Each 102.00 200 20,400 0 0 N

23 PWD ELECT 2026 5.4.9 Fan regulator (two module size) electronic stepped type moving all rounds Each 190.00 100 19,000 0 0 N

24 PWD ELECT 2026 5.4.18 25/32 amp A.C. Starter switch Each 209.00 100 20,900 0 0 N

25 PWD ELECT 2026 5.4.22 Batten/ angle holder Each 35.00 120 4,200 0 0 N

26 PWD ELECT 2026 5.4.23 Blanking plate Each 24.00 200 4,800 0 0 N

27 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 36.00 100 3,600 0 0 N

28 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 1442.00 100 144,200 0 0 N

29 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 1134.00 100 113,400 0 0 N

30 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 34.00 100 3,400 0 0 N

31 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 183.00 120 21,960 0 0 N

32 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 377.00 700 263,900 0 0 N

33 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 0 0 N

35 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 72 4,752 0 0 N

37 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 88.00 248 21,824 0 0 N

38 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 2 11,590 0 0 N

40 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 0 0 N

42 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 24 76,176 0 0 N

43 PWD ELECT 2026 9.1.36 4 pole MCCB, 400A, Adjustable Thermal - Magnetic Release, 50KA Each 17303.00 4 69,212 0 0 N

44 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 0 0 N

45 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 0 0 N

47 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 0 0 N

48 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 0 0 N

49 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 0 0 N

50 PWD ELECT 2026 9.4.6 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) 8 way Double door Each 2165.00 22 47,630 0 0 N

51 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 128.00 310 39,680 0 0 N

52 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 126.00 280 35,280 0 0 N

53 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 0 0 N

54 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 22 24,618 0 0 N

55 PWD ELECT 2026 12.8 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as per specification. Metre 449.00 200 89,800 0 0 N

56 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 22 204,864 0 0 N

57 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 437.00 400 174,800 0 0 N

58 PWD ELECT 2026 15.1.19 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 240 sq. mm. Metre 812.00 192 155,904 0 0 N

60 PWD ELECT 2026 15.2.19 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 240 sq. mm. Metre 756.00 192 145,152 0 0 N

61 PWD ELECT 2026 15.8.14 Supplying and laying following sizes one number FRLS PVC insulated/ XLPE, PVC sheathed, unarmoured, aluminium conductor power cable of 1.1 KV grade on surface/ existing cable tray with 1 mm thick GI saddle as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 4 x 16 sq. mm. Metre 104.00 1600 166,400 0 0 N

62 PWD ELECT 2026 15.23.20 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 240 sq. mm (57 mm) Each 428.00 64 27,392 0 0 N

63 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 0 0 N

64 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 18.00 160 2,880 0 0 N

65 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 0 0 N

66 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 375.00 620 232,500 0 0 N

67 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 0 0 N

68 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 0 0 N

69 PWD ELECT 2026 23.1 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 0 0 N

70 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 0 0 N

71 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 388.00 6 2,328 0 0 N

72 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 115.00 735 84,525 0 0 N

73 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 14.00 650 9,100 0 0 N

74 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 0 0 N

75 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 0 0 N

76 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 0 0 N

77 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 0 0 N

78 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 0 0 N

79 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 0 0 N

80 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 0 0 N

81 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 0 0 N

82 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 12 7,824 0 0 N

83 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 80 3,440 0 0 N

84 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 184.00 600 110,400 0 0 N

85 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 186.00 160 29,760 0 0 N

86 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 12 948 0 0 N

87 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 556.00 740 411,440 0 0 N

88 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 8 42,224 0 0 N

89 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 24 3,432 0 0 N

90 PWD ELECT 2026 6.59 Supply and installation of timer including relay and contactor set complete as required. Each 3340.00 2 6,680 0 0 N

91 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 2 948 0 0 N

92 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 0 0 N

93 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 0 0 N

94 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 70 192,990 0 0 N

95 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 2 10,556 0 0 N

96 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 98.00 120 11,760 0 0 N

97 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 1900 573,800 0 0 N

98 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 747.00 160 119,520 0 0 N

99 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 90.00 700 63,000 0 0 N

100 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 60 712,680 0 0 N

101 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 60 50,220 0 0 N

102 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 26 115,336 0 0 N

103 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 60 104,580 0 0 N

104 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 26 4,654 0 0 N

Total (In Rs.) 70369292.00

Say (In Rs. Lakh) 703.69 Lacs

Sub Engineer Sub Divisional Officer Executive Engineer

PWD Sub Dn. Raigarh PWD Raigarh Dn. Raigarh

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