NIT NO. 07/Durg(Durg)/2026

GOVERNMENT OF CHHATTISHGARH

PUBLIC WORKS DEPARTMENT

FOR TECHNICAL SANCTION

CONSTRUCTION OF C.C ROAD AND BOUNDARY WALL FOR MAIN BUILDING AT GOVT.I.T.I PULGAON DURG ,DIST. DURG

ESTIMATED COST -3.00 Lacs

Executive Engineer

PUBLIC WORKS DEPARTMENT DURG DIVISION,DURG (C.G.)

REPORT & SPECIFICATION

1 Name of Work :- CONSTRUCTION OF C.C ROAD AND BOUNDARY WALL FOR MAIN BUILDING AT GOVT.I.T.I PULGAON DURG ,DIST. DURG

2 Estimated Amount :- 3.00 Lac's

3 Authority :- Department of Emmployment & Training,Govt of Chhattishgarh.

4 Necessity :- At present there is more Repairing Required,hance

estimate has been framed.

5 Provision :- PROVIDING DEMOLISHING BOUNDARY WALL 10.MTR LENGTH

PROVIDING CONSTRUCTION OF BOUNDARY WALL 10.MTR LENGTH

PROVIDING CEMENT CONCRETE ROAD . 26.00MTR LENGTH

6 Rates & Specification :- Rates provided in the Estinate are as per S.O.R.inforced in PWD FOR BUILDING SOR from 01-01-2015 & ROAD SOR 01-01-2025 CPWD Specification will be followed.

CONSTRUCTION OF C.C ROAD AND BOUNDARY WALL FOR MAIN BUILDING AT GOVT.I.T.I PULGAON DURG ,DIST. DURG

GENERAL ABSTRACT

S.No. Particular Amount Remark

1 CONSTRUCTION OF C.C ROAD AND BOUNDARY WALL FOR MAIN BUILDING AT GOVT.I.T.I PULGAON DURG ,DIST. DURG

.S/Er Sub Divisional Officer Executive Engineer

P.W.D. Sub-Division No-2 P.W.D. Durg Division, DURG

Durg.(C.G.) Durg.(C.G.)

NIT SCHEDULE OF CONSTRUCTION OF C.C ROAD AND BOUNDARY WALL FOR MAIN BUILDING , CONSTRUCTION OF GATE & BOUNDARY WALL FOR C.O.E. BUILDING AT GOVT.I.T.I PULGAON DURG AND CONSTRUCTION WORK FOR ROOM NO.06 , 91,84 , 85 , 86 , 87 OF POLYTECHNIC DURG AND PLACE OF SAFETY BUILDING AT BALSAMPRESHAN PULGAON DURG , DIST. DURG (C.G.)

P.A.C Rs. In LACS = 15.87

S.NO. SOR. ITEM PARTICULAR OF ITEM QUANTITY UNIT RATE AMOUNT I.T.I - 3.00 I.T.I - 2.98 BAL SAMPRESION 84,85,86,87

1 16.3.3 Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead.In cement mortar. Cum 263 2.02

2 16.42 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metre lead. Cum 768 5.54 3.71

3 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 7.2 137

4 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 soil Cum 185 37.26

5 1.6.1 Extra for every additional lift of 1.5 m or part thereof. (i) All types of soil Cum. 26.5 12.96

6 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 371 31.646 75.386 215.78

7 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 2970 1.62 4.14

8 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 formwork. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). Cum 4163 7.1

9 3.12.1 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 Kg 54.5 710

10 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: Cum 97.5 7.1

11 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. Sqm 139 18

12 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape. Sqm 297 18

13 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 3263 4.2

14 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: Cum 121 4.2

15 9.3.1 Steel work in tubular (round, square or rectangular hollow tubesetc.)structure in built-up sections, trusses and frame work includingcutting, hoisting, fixing in position upto a height of 5m above plinthlevel,consisting of columns trusses, roof and bottom purlins, base plate, holdingdown 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. Kg 88.5 240

16 11.3.4 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) Sqm. 107 34.5

17 11.2.4 Providing and making 12mm thick cement plaster of mix: Sqm. 91.5 24

18 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant IS. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10) with all tool tackles and labour etc. complete for the work. sqm 29 58.5

19 14.62 Providing and applying Acrylic washable Distemper or lite economy plastic emulsion paint having VOC content less thenn 50gms/ lit minimum two coats up to final finish to give an even shade applied @ 1.25 kg / 10 sqm as per relevant IS coad 428:2000 ( product such as Tractor Uno, Dulux Duval, Berger Bison Lite , Nippon Superio. ) inclusive of providing abro tape on edge s and article and cleaning of door , window , floor and surface as required with all tools tackles and labour etc. complete for the work. Sqm 64 58.5

20 14.22.1 Painting on new work (two or more coats) to give an even shade with:Satin synthetic enamel paint Sqm 55 6 38.88

21 R.SOR-3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. cum 95 20.8

22 R.SOR-4.1 (A)(a)(i) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing 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. Sqm 1423 20.8

23 R.SOR-6.1 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with ]electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) cum 2332 9.75

24 R.SOR-6.7 Providing and laying un-reinforced Cement Concrete without Dowel bars i/c formwork & expansion Construction & longitudinal joints as per design and as per IRC-62-2014 over a prepared base aper apporoved mix design and per Drawing for pavement thickness less Roads PCC grade M-30 with minimum Cement Concrete @ 375 Kg/cum cum 4391 19.5

25 R SOR- 4.13 (B) Construction of Shoulders Construction of shoulders with selected soil from borrow pits / borrow areas having CBR not less than 12 and 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 required cross fall, compacting, watering, rolling etc. complete as per clause 408.With Smooth wheeled roller cum 277 23.4

26 Dismantling lime/ cement plaster or skirting at any height raking out joints and cleaning the surface for plaster including disposal of rubbish within 50 metres lead. Sqm 11 477.47

27 16.9 Dismantling of old tarfelts of water proofing treatment of any course from the top of roof of any floor including disposal and removal of material with 50 metre lead Sqm 11 6.9

28 Dismantling bricks laid flat or on edge (each layer), or cement concrete tiles in flooring or over roofs in cement/lime mortar including stacking of serviceable material and disposal of unserviceable material within 50 metre lead. Sqm 22.5 460.98

29 16.1 Dismantling cement asbestos or other hard board ceiling or partition wall including stacking of serviceable material and disposal of unserviceable material within 50m lead. Sqm 13.5 72.45

30 11.3.1 Providing and making 15mm thick cement plaster of mix:In Cement Mortar 1:3 (1 cement : 3 fine sand) Sqm 134

31 14.49.1 Wall painting with premium emulsion (plastic) paint manufractured with the Cow Dung Processing of required shade to give an even shade.on new work (two or more coats) Sqm 69 206.71

32 Providing valley of 90cm overall width in plain G.I. sheet 1.6 mm thick with zinc coating not less than 350gm/sqm fixed with galvanized iron J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. M 1053 12.2

33 3.21.2 Providing and fixing in position impregnated fibre board confirming to IS: 1838 in expansion joints, including cost of primer, sealing compound all complete. 25mm thick Sqm 768 21.96

34 4.13.1 Grading roof for water proofing treatment with:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Sqm 3817

35 18.76.2 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. M 267 43.2

36 Providing and fixing Gypsum board wall paneling consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of G.I. section, 'W' profile (0.55mm thick ) having a knurled web of 51.55mm and two flanges of 26mm each with lips of 10.5 mm placed at 610mm center to center in perimeter channel having one flange of 20mm and another flange of 30mm with thickness of 0.55mm and web of length 27mm fixed on the floor and the ceiling with the nylon sleeves with fully threaded self-tapping drive all screws, and 12.5mm Gypsum board conforming to IS: 2095 - 1996: Part - I, fixed to 'W' profile with 25 mm countersunk ribbed head screws at 200mm center to center, joints of the boards are finished with specially formulated jointing compound and 48mm wide fibre tape to provide seamless finish all complete as per the drawing & directions of Engineer-in-charge. Sqm 555 72.45

37 16.43.2 Demolishing cement concrete including disposal of material within 50 metre lead.1:3:6 or richer mix Cum 549 0.9

38 16.28 Taking out door shutters (steel or wood) including stacking within 50 metres lead. cum 46.5 12

39 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.50mm Sqm 254 268.58

40 20.28.1 Providing and constructing brick masonry chamber for underground pipe and 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) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 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 :nside dimensions 455x610 mm and 45 cm deep for single pipe line : Each 3796 8

41 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : m 353 57.6

42 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 75 1360.8

43 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 133 359.16

44 Dismantling terrazzo or mosaic or glazed vitreous or patent cement or tiled flooring or dado skirting of any thickness without sub base. Sqm 22.5 16.08

45 Dismantling windows chowkhats with shutters (steel or wood) including architrave, hold fast etc. complete and stacking within 50 metres lead.. Each 66.5 0.0

46 7.5 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 1:3 (1 cement : 3 coarse sand) Cum 3641 8.26

47 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 67.5 194.4

48 11.3.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:n Cement Mortar 1:5 (1 cement : 5 fine sand) Sqm 113 340.6

49 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. Sqm 23 340.6

50 14.10.1 Wall painting with acrylic premium emulsion (plastic) paint of requiredshade to give an even shade.On new work (two or more coats) Sqm 44.5 272.7

51 14.15.1 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm Sqm 56 293.68

52 18.17.2 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 550x400 mm Each 1408 0.0

53 18.13.2 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete:Flat back type urinal of size 460x380x250mm Each 1529 0.0

54 19.14.1 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:Bib cock (400 grams) Each 382 0.0

55 19.14.4 Piller Cock (400 grams) Each 398 0.0

56 19.10.1 Making connection of G.I. distribution branch in G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: (dia of main line to be measured) 25 mm nominal bore Each 200 0.0

57 19.10.2 40 mm nominal bore Each 278 0.0

58 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank Ltr 7.3 1000

59 12.10.1 Providing and laying rectified ceramic glazed floor tiles of size300x300mm and aboveconforming to IS : 15622 of approved make,colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.Size 300x300mm Sqm 779 16.08

CONSTRUCTION OF C.C ROAD AND BOUNDARY WALL FOR MAIN BUILDING AT GOVT.I.T.I PULGAON DURG ,DIST. DURG

DETAILED ESTIMATE

S.NO. SOR. ITEM PARTICULAR OF ITEM NO. L B D QUANTITY UNIT RATE AMOUNT

(A) BOUNDARY WALL 10.00 MTR LENGTH

1 Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead.

16.3.3 In cement mortar.

BOUNDARY WALL 4

2 16.42 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metre lead.

BOUNDARY WALL FOOTING 5

BOUNDARY WALL COLUMN 5

BOUNDARY WALL BEAM 4

3 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).

For BOUNDARY WALL 1

4 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 soil

FOR BOUNDARY WALL Column footing C1 5 2.3

5 1.6.1 Extra for every additional lift of 1.5 m or part thereof. (i) All types of soil

Column footing C1 5

6 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.

Qty of Excavation

Deduct-Qty. of PCC M-10

Deduct -qty of column footing

7 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).

Column footing C1 5

8 3.3.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of formwork. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Column footing C1 5

9 3.12.1 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:Thermo-Mechanically treated bars FE 415 @ 100 Kg 54.5

10 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: For above Qty same as item no 7(B) Cum 97.5

11 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

G.F footing F1 5*4 1.5 0.4

Ground Beam in outer side GB1 2 0.3

12 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape.

Column C1 5*2 0.3 3.6

Column C1 5*2 0.2 3.6

13 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)

Boundary Wall 4

G.Total Cum 3263

14 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 : walls up to slab bottom 4

G.Total Cum 121

15 9.3 Steel work in tubular (round, square or rectangular hollow tubesetc.)structure in built-up sections, trusses and frame work includingcutting, hoisting, fixing in position upto a height of 5m above plinthlevel,consisting of columns trusses, roof and bottom purlins, base plate, holdingdown 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.

9.3.1 Electric resistance or induction butt welded tubes Grade-250

40 kg per sqm Kg 88.5

16 11.3.4 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand)

Boundary wall 4*1 2.5

G TOTAL Sqm. 107

11.2 Providing and making 12mm thick cement plaster of mix:

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand)

Boundary wall 4*1 2.5

G TOTAL Sqm. 91.5

17 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant IS. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10) with all tool tackles and labour etc. complete for the work.

SAME QTY. TAKEN AS PLASTER

SAME QTY. TAKEN AS PLASTER

17 14.62 Providing and applying Acrylic washable Distemper or lite economy plastic emulsion paint having VOC content less thenn 50gms/ lit minimum two coats up to final finish to give an even shade applied @ 1.25 kg / 10 sqm as per relevant IS coad 428:2000 ( product such as Tractor Uno, Dulux Duval, Berger Bison Lite , Nippon Superio. ) inclusive of providing abro tape on edge s and article and cleaning of door , window , floor and surface as required with all tools tackles and labour etc. complete for the work.

SAME QTY. TAKEN AS PLASTER

18 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

(B) C.C. ROAD 26.00 MTR LENGTH

19 R.SOR-3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.

20 R.SOR-4.1 (A)(a)(i) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing 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.

A Plant mix method (with Mechanically crushed stone only)

(a) For Lower Sub-base with

(i) Grading-III Material 1 4 Sqm 1423

21 R.SOR-6.1 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.)

C.C ROAD 1 3.75

22 R.SOR-6.7 Providing and laying un-reinforced Cement Concrete without Dowel bars i/c formwork & expansion Construction & longitudinal joints as per design and as per IRC-62-2014 over a prepared base aper apporoved mix design and per Drawing for pavement thickness less Roads PCC grade M-30 with minimum Cement Concrete @ 375 Kg/cum

C.C ROAD 1 3.75

23 R SOR- 4.13 (B) Construction of Shoulders Construction of shoulders with selected soil from borrow pits / borrow areas having CBR not less than 12 and 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 required cross fall, compacting, watering, rolling etc. complete as per clause 408.With Smooth wheeled roller

GRAND TOTAL (A+B )

SAY Rs. IN LACS

CONSTRUCTION OF C.C ROAD AND BOUNDARY WALL FOR MAIN BUILDING AT GOVT.I.T.I PULGAON DURG ,DIST. DURG

NIT SCHEDULE OF CONSTRUCTION OF C.C ROAD AND BOUNDARY WALL FOR MAIN BUILDING , CONSTRUCTION OF GATE & BOUNDARY WALL FOR C.O.E. BUILDING AT GOVT.I.T.I PULGAON DURG AND CONSTRUCTION WORK FOR ROOM NO.06 , 91,84 , 85 , 86 , 87 OF POLYTECHNIC DURG AND PLACE OF SAFETY BUILDING AT BALSAMPRESHAN PULGAON DURG , DIST. DURG (C.G.)