NIT NO. 84/Durg(Balod)/2026

GENERAL ABSTRACT

NIT Schedule For Construction of Veterinary Hospital, Boundry Wall, Water Supply & Sanitary Fitting, Tubewell at Bhardakala Block- Gunderdehi

S.No. PARTICULARS AMOUNT REMARK

1 Construction of building work (Civil work)

2 Electrification charges 9%

3 Boundry Wall work

4 Water supply & Sanitary Fitting

6 Supervision charges 1%

GRAND TOTAL Rs-

NIT Schedule For Construction of Veterinary Hospital, Boundry Wall, Water Supply & Sanitary Fitting, Tubewell at Bhardakala Block- Gunderdehi

S. No. Item code No. / Page No. Sub Head Quantity Unit Rate Amount

1 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 7.2

2 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.

1.1.1 In all types of soils. 180.81 cum 185

3 1.6 Extra for every additional lift of 1.5 m or part thereof.

1.6.1 All types of soils cum 26.5

4 3.1 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.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 21.95 cum 2970

3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).

Septic tank cum 3552

5 3.2 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.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 42.33 cum 4173

6 3.2.1+3.4 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). 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: 25.86 cum 4260.5 110185

7 3.12 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 500D 6767.83 kg 54.5 368855

8 2.1 Providing and fixing form work including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. 208.63 sqm 139

2.1.8 Beams, lintels, cantilevers & walls sqm 202

2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape sqm 297

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) sqm 235

9 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. 263.22 cum 371

10 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:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

Curtain wall cum 3263

11 7.6 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

12 7.11.2+7.12 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:Cement Mortar 1:4 (1 cement : 4 coarse sand)Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level:

partition wall sqm 393

13 7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.

partition wall sqm 62.5

14 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet. metre 391

15 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

16 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

17 8.13 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters excluding hinges.

8.13.2 35 mm. thick (single leaf) sqm 1370

18 8.15 Extra for double leaf shutter instead of single leaf. sqm 52

19 8.128.3 Providing and fixing powder coated aluminium tower bolts (Barrel type) with necessary M.S. screws etc complete.150 x10mm each 46.5

20 8.127.2 Providing and fixing powder coated aluminium door latch with 12mm rod, necessary M.S. nuts bolts and screws etc complete. 250x12mm 6 each 54.5

21 8.129.2 Providing and fixing powder coated aluminium door handles 2.5mm thick with necessary M.S. screws etc complete.125 mm each 27.5

22 8.126.1 Providing and fixing powder coated aluminium sliding door bolts with 16mm rod, necessary M.S. nuts bolts and screws etc complete. 300x16mm each 175

23 8.130.2 Providing and fixing hanging powder coated aluminium door stopper with necessary M.S. screws etc complete. each 38.5

24 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.

channel gate sqm 3330

25 11.1.2 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand) sqm 87

26 11.2.4 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) 611.75 sqm 91.5

27 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) 488.76 sqm 107

28 12.56 25mm thick Local RAJIM/ Red Flag stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigments to match the shade of the stone i/c grinding, rubbing and polishing. sqm 516

29 12.57 25mm thick Local RAJIM/ Red Flag stone slab in riser of steps, skirting, dado and pillars laid on 12mm (Average) thick cement mortar 1:4 (1 cement : 4 coarse sand) and joint with grey cement slurry mixed with pigments to match the shade of the slab i/c grinding, rubbing and polishing. sqm 595

30 12.9.2 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, 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 above 300x300mm sqm 728

31 12.7.1 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size 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 upto 200x300mm sqm 587

32 11.5 (109) Neat Cement punning.

Septic tank sqm 33

33 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

Total qty. of plaster sqm 23

34 14.9.1 Distempering with acrylic washable distemper to give an even shade. On new work (Two or more coats) sqm 38

35 14.14.1 Finishing walls with water proofing cement paint of required shade to give an even shade. On new work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 41

36 14.22.2 Painting on new work (two or more coats) to give an even shade with: Premium synthetic enamel paint 92.06 sqm 47

37 2.1.6 Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes sqm 356

38 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:

7.5.4+7.6 Cement Mortar 1:6 (1 cement : 6 coarse sand) cum 3384

39 14.66 Providing and applying on exterior surface with LITE ECONOMY Exterior Emulsion paint of required shades to give protective and water proof finish minimum three coatsapplied @ 1.43 lit / 10Sqm up to final finish as per relevant LS. Code 15489:2013 Type -2 Class D,C ( Glossy /Semi Glossy finish ) (Product such as Asian ACE Spark ,Dulux Pomise exterior smart, Nerolac Littil Master, Berger Bison Lite, Nippon Superio etc) 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 55

40 9.3 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 sqm 88.5

41 18.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :

18.1.3 White Orissa pattern W.C. pan of size 580x440 mm each 2899

42 18.17 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 :

18.17.2 White Size 550x400 mm each 1408

43 19.8 Providing and fixing concealed in wall G.I. pipes medium class complete with G.I. fittings and clamps, including painting with anti corrosive bitumastic paint, cutting chases, making good the walls etc. and testing of joints complete:

19.8.1 15 mm dia nominal bore metre 188

19.8.2 20 mm dia nominal bore metre 221

44 19.9 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:

19.9.3 25 mm dia. nominal bore metre 222

45 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality:

19.13.2 Bib cock (350 grams) each 237

19.13.3 Stop cock (350 grams) each 237

46 19.42 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 litre 7.3

47 20.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

20.1.1 100 mm diameter metre 162

48 20.2 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:

20.2.1 100 mm diameter S.W. pipe metre 357

49 20.3 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 :

20.3.2 150 x 100 mm size P type. each 1397

50 20.7 Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :

20.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : each 6703

51 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.

18.76.2 110 mm dia pipe. metre 267

52 18.77 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.

18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°

18.77.2 Double "Y" with or without door

18.77.3 Vent covel

18.77.6 Nahani trap 110x75mm each 90.5

53 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 1709

54 21.1.1 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. All types of soil

21.1.1.3 150 mm dia. metre 339

21.1.2 Rocky strata including Boulders.

21.1.2.3 150 mm dia. metre 396

55 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 424

56 21.11 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:

21.11.3 150mm dia each 217

57 21.5 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.

21.5.3 150 mm nominal dia metre 1304

Sub-Engineer Sub Divisional Officer P.W.D. Sub Division Gunderdehi Executive Engineer P.W.D. Division Balod

Detailed Estimate for Construction of Veterinary Hospital at Bhardakala Block- Gunderdehi

S. No. Item code No. / Page No. Sub Head Measurment Quantity Unit Rate Amount

1 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).

2 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.

1.1.1 In all types of soils.

Columns 12 1.8 1.8 1.8

Septic tank 1 3.3 2.2 2.1

3 1.6 Extra for every additional lift of 1.5 m or part thereof.

1.6.1 All types of soils

Columns 12 1.8 1.8 0.3

Septic tank 1 3.3 2.2 0.6

4 3.1 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.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

Columns 12 1.8 1.8 0.1

Septic tank 1 3.3 2.2 0.15

Dispensary 1 3.6 3.6 0.1

Consultation room 1 3.6 5.6 0.1

Doctor's room 1 3.6 6.6 0.1

Medicine store 1 3.6 5 0.1

Toilet 1 1.7 2 0.1

Verandah 1 3.6 3 0.1

3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).

Septic tank 1 2.3 1.1 0.11

5 3.2 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.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Column rectangular portion 12 1.5 1.5 0.2

column up to PL 12 0.3 0.2 1.8

Ground beam/plinth beam

Verticle 4 9.2 0.2 0.3

Horizontal 2 11.6 0.2 0.3

Septic tank 1 2.9 1.7 0.15

6 3.2.1+3.4 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). 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:

Column above PL 12 0.3 0.2 3.6

Verticle 4 9.2 0.2 0.2

Horizontal 2 11.6 0.2 0.2

Chajja over window 10 1.6 0.6 0.1

over ventilators 3 1 0.6 0.1

Verandah front 1 5 0.9 0.1

Verticle 4 9.2 0.2 0.3

Horizontal 2 11.6 0.2 0.3

Roof slab 1 12 9.6 0.125

7 3.12 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 500D 110kg/cum of Rcc =33.94+29.33= 63.27cum kg 54.5

8 2.1 Providing and fixing form work including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Column rectangular portion 12x2 (1.50+1.50) 0.2

column up to PL 12x2 (0.30+0.20) 1.8

Ground beam/plinth beam

Verticle 4 9.2 0.2

Horizontal 2 11.6 0.2

Curtain wall 2 9.2 1

Septic tank 1 2.3 1.1

2.1.8 Beams, lintels, cantilevers & walls

Verticle 4 9.2 0.2

Horizontal 2 11.6 0.2

Chajja over window 10 1.6 0.6

over ventilators 3 1 0.6 0.1

Verandah front 1 5 0.9 0.1

Verticle 4 9.2 0.2

Horizontal 2 11.6 0.2

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

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Dispensary 1 3.6 3.6

Consultation room 1 3.6 5.6

Doctor's room 1 3.6 6.6

Medicine store 1 3.6 5

Verandah 1 3.6 3

Projection 2 12 0.2

9 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.

Columns 12 1.8 1.8 1.8

Dispensary 1 3.6 3.6 1

Consultation room 1 3.6 5.6 1

Doctor's room 1 3.6 6.6 1

Medicine store 1 3.6 5 1

Store 1 1.7 2 1

Toilet 1 1.7 2 1

Verandah 1 3.6 3 1

Ground filling 1 15 15 0.2

10 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:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

Curtain wall 4 9.2 0.2 1

11 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Verticle 4 9.2 0.2 3.2

Horizontal 2 11.6 0.2 3.2

Window W 9 1.5 0.2 1.2

Ventilator V 3 0.6 0.2 0.45

12 7.11.2+7.12 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level: Cement Mortar 1:4 (1 cement : 4 coarse sand) Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level:

partition wall 8 0.6 0.8

13 7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.

partition wall 8 0.6 0.8

14 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer. Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet.

Window W 9 (6x1.20+4x1.50)

Ventilator V 3 (2x0.60+2x0.45)

15 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.

Window W 9 1.5 1.2

Ventilator V 3 0.6 0.45

17.01@25kg/sqm(mailto:17.01@25kg/sqm塹ᴻ䡿ⲯ嶂藄挧ꮥ)

16 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.

Window W 9 1.5 1.2

Ventilator V 3 0.6 0.45

17.01@30kg/sqm(mailto:17.01@30kg/sqm塹ᴻ䡿ⲯ嶂藄挧ꮥ)

17 8.13 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters excluding hinges.

8.13.2 35 mm. thick (single leaf)

Door D 6 1.2 2.1

18 8.15 Extra for double leaf shutter instead of single leaf.

Door D 6 1.2 2.1 sqm 52

19 8.128.3 Providing and fixing powder coated aluminium tower bolts (Barrel type) with necessary M.S. screws etc complete. 150 x10mm

20 8.127.2 Providing and fixing powder coated aluminium door latch with 12mm rod, necessary M.S. nuts bolts and screws etc complete. 250x12mm

Door D 6x1 6 each 54.5

21 8.129.2 Providing and fixing powder coated aluminium door handles 2.5mm thick with necessary M.S. screws etc complete. 125 mm

22 8.126.1 Providing and fixing powder coated aluminium sliding door bolts with 16mm rod, necessary M.S. nuts bolts and screws etc complete. 300x16mm

23 8.130.2 Providing and fixing hanging powder coated aluminium door stopper with necessary M.S. screws etc complete.

24 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.

channel gate 1 3.6 2.1 sqm 3330

25 11.1.2 Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:4 (1 cement : 4 fine sand)

Dispensary 1 3.6 3.6

Consultation room 1 3.6 5.6

Doctor's room 1 3.6 6.6

Medicine store 1 3.6 5

Verandah 1 3.6 3

26 11.2.4 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand)

Outer wlls 2 11.6 5.1

Dispensary 2 3.6 3.5

Consultation room 1 3.6 3.5

Doctor's room 1 3.6 3.5

Medicine store 1 3.6 3.5

Store 2 1.7 3.5

Toilet 2 1.7 3.5

Verandah 1 3.6 3.5

Door D 6 1.2 2.1

Window W 9 1.2 1.2

Ventilator V 3 0.6 0.45

Channel gate 1 3.6 2.1

27 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)

Dispensary 1 3.6 3.5

Consultation room 2 3.6 3.5

Doctor's room 2 3.6 3.5

Medicine store 2 3.6 3.5

Store 2 1.7 3.5

Toilet 2 1.7 3.5

Verandah 2 3.6 3.5

Septic tank 2 2.3 2

Channel gate 1 3.6 2.1

28 12.56 25mm thick Local RAJIM/ Red Flag stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigments to match the shade of the stone i/c grinding, rubbing and polishing.

Dispensary 1 3.6 3.6

Consultation room 1 3.6 5.6

Doctor's room 1 3.6 6.6

Medicine store 1 3.6 5

Verandah 1 3.6 3

29 12.57 25mm thick Local RAJIM/ Red Flag stone slab in riser of steps, skirting, dado and pillars laid on 12mm (Average) thick cement mortar 1:4 (1 cement : 4 coarse sand) and joint with grey cement slurry mixed with pigments to match the shade of the slab i/c grinding, rubbing and polishing.

Dispensary 2 (3.60+3.60) 0.3

Consultation room 2 (3.60+5.60) 0.3

Doctor's room 2 (3.60+6.60) 0.3

Medicine store 2 (3.60+5.00) 0.3

Verandah 1 3.6 0.3

30 12.9.2 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, 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 above 300x300mm

31 12.7.1 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size 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 upto 200x300mm

Stoere 2 1.7 1.5

Toilet 2 1.7 2.1

Deduction for door D1 1 0.8 1.5

32 11.5 (109) Neat Cement punning.

Septic tank 2 (2.30+1.10) 2

33 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

Total qty. of plaster (92.48+456.11+333.12) sqm 23

34 14.9.1 Distempering with acrylic washable distemper to give an even shade. On new work (Two or more coats)

inner plaster (92.48+283.76+333.12) sqm 38

35 14.14.1 Finishing walls with water proofing cement paint of required shade to give an even shade. On new work (Two or more coats applied @ 3.84 kg/10 sqm)

Outer wlls 2 11.6 5.1

Door D 6 1.2 2.1

Window W 9 1.2 1.2

Ventilator V 3 0.6 0.45

Channel gate 1 3.6 2.1

36 14.22.2 Painting on new work (two or more coats) to give an even shade with: Premium synthetic enamel paint

Door D 6x2 1.2 2.1

Door D1 2x2 0.8 2.1

Window W 9x2 1.2 1.2

Ventilator V 3x2 0.6 0.45

Channel gate 1 3.6 2.1

Sub-Engineer Sub Divisional Officer P.W.D. Sub Division Gunderdehi Executive Engineer P.W.D. Division Balod

Detailed Estimate for Construction of Boundry Wall Veterinary Hospital at Bhardakala Block- Gunderdehi

S. No. Item code No. / Page No. Sub Head Measurment Quantity Unit Rate Amount

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.

1.1.1 In all types of soils.

Columns 24 1.5 1.5 1.5

2 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.

Qty teken as excavation

deduction -17.24

3 3.1 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.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

plinth beam 2.8 0.2 0.1

4 3.2 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.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Column rectangular portion 1.3 1.3 0.2

column up to PL 0.2 0.3 0.8

column up to G.L. to TOP LEVEL 0.2 0.3 2

plinth beam 2.8 0.2 0.3

5 3.12 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 500D 90kg/cum of Rcc kg 54.5

6 2.1 Providing and fixing form work including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Column rectangular portion 5.2 0.2

plinth beam 2.8 0.6

7 2.1.6 Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes

8 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:

7.5.4+7.6 Cement Mortar 1:6 (1 cement : 6 coarse sand)

10 11.2.4 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand)

11 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)

12 14.66 Providing and applying on exterior surface with LITE 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 LS. Code 15489:2013 Type -2 Class D,C ( Glossy /Semi Glossy finish ) (Product such as Asian ACE Spark ,Dulux Pomise exterior smart, Nerolac Littil Master, Berger Bison Lite, Nippon Superio etc) 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.)

Qqty 12mm plaster

Qqty 15mm plaster

13 14.22.2 Painting on new work (two or more coats) to give an even shade with: Premium synthetic enamel paint

GATE 2x1.25 4 2

14 9.3 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 1 500

Sub-Engineer Sub Divisional Officer P.W.D. Sub Division Gunderdehi Executive Engineer P.W.D. Division Balod

Detailed Estimate for Construction of Veterinary Hospital at Bhardakala FOR WATER SUPPLY & SANITARY FITTING

S. No. C.S.R. I.No /P.No Particulars No L B D Quantity rate Unit Amount

1 18.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :

18.1.3 White Orissa pattern W.C. pan of size 580x440 mm

2 18.17 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 :

18.17.2 White Size 550x400 mm 3 1408 each

3 19.8 Providing and fixing concealed in wall G.I. pipes medium class complete with G.I. fittings and clamps, including painting with anti corrosive bitumastic paint, cutting chases, making good the walls etc. and testing of joints complete:

19.8.1 15 mm dia nominal bore 18 188 metre

19.8.2 20 mm dia nominal bore 28 221 metre

4 19.9 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:

19.9.3 25 mm dia. nominal bore 28 222 metre

5 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality:

19.13.2 Bib cock (350 grams) 5 237 each

19.13.3 Stop cock (350 grams) 3 237 each

7 19.42 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 1000 7.3 litre

8 20.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

20.1.1 100 mm diameter 6 162 metre

9 20.2 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:

20.2.1 100 mm diameter S.W. pipe 4 357 metre

10 20.3 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 :

20.3.2 150 x 100 mm size P type. 4 1397 each

11 20.7 Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :

20.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

12 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.

18.76.2 110 mm dia pipe. 18 267 metre

13 18.77 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.

18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°

18.77.2 Double "Y" with or without door

18.77.3 Vent covel

18.77.6 Nahani trap 110x75mm 2 90.5 each

14 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. 1 1 1709 each

Sub- Engineer Sub Divisional Officer P.W.D. Sub Division Gunderdehi Executive Engineer P.W.D. Division Balod

Detailed Estimate for Construction of Veterinary Hospital at Bhardakala for Tubewell

S. No. C.S.R. I.No /P.No Particulars No L B D Quantity Unit rate Amount

1 21.1.1 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. All types of soil

21.1.2 Rocky strata including Boulders.

2 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. 1 11 11 metre 424

3 21.11 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:

21.11.3 150mm dia 1 1 each 217

4 21.5 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.

21.5.3 150 mm nominal dia 18 metre 1304

Sub- Engineer Sub Divisional Officer P.W.D. Sub Division Gunderdehi Executive Engineer P.W.D. Division Balod