NIT NO. E.E./F-03(4)/2026-2027/24 Dated 10.04.2026

SCHDULE FOR PROPOSED DRILLING OF 150 MM DIA TUBE WELL

C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY

1 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)

2 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.

All Types of soil

3 21.6.3 Supplying, assembling, lowering and fixing in vertical position in bore well, slotted casing pipe made from ISI marked G.I. 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 (having slot of size 1.6/3.2 mm), of reputed and approved make, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge.

150 mm nomonal dia.

4 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:

5 21.10 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

6 21.15 Providing and placing in position India Mark II hand diameter riser pipe assembly complete with all accessories (riser pipe and pump with 32 mm plunger rod to be paid separately).

7 21.16 Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS: 2062/1990 up to date amendments

Sub Engineer Asstt. Engineer Executive Engineer

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED BOYS HOSTEL AT VETERINARY POLYTECHNIC MAHASAMUND

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY

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 soil

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

In all types of soil

3 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

4 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

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

3.4 Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

For Ground Floor Cum 199.04

For First Floor Cum 151.55

For Terrace Floor Cum 11.01

5 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

* 2.1.6 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)

* 2.1.8 Beams, lintels, cantilevers & walls

* 2.1.14 Weather shade, chhajja, Cornices and Mouldings

* 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings

6 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 all complete:

3.12.1 Thermo-Mechanically treated bars FE415

7 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

8 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

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.

10 1.22 Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

11 1.25 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 gurantee bond to be signed by contractor)

1.25.1 Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm.

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 intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

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 intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

12 1.26 Carriage by mechanical transport for 5 km lead:

13 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

14 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 20mm nominal size) including formwork.

15 3.15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

16 4.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC, kitchen and the like consisting of:

i) 1st course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 including rounding off junction of vertical and horizontal surface.

ii) 2nd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound including rounding off junction of vertical and horizontal surface.

iii) 3rd course of applying blown or residual bitumen applied hot @ 1.7 Kg. per sqm of area.

iv) 4th course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg. per sqm of area.

17 7.2 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

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:

Ground Floor Cum 157.40

First Floor Cum 165.80

Terrace Floor Cum 28.21

18 7.11 Half brick thick brick masonry with fly-ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 upto plinth level

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)

7.12 Extra for brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level

Ground Floor Sqm 113.12

First Floor Sqm 116.90

19 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.

20 3.10 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

3.1.4 1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

21 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position.

8.1.2 Sal, bijasal, benteak, khair, haldu

22 8.12 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), 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.

8.12.2 35 mm. thick (single leaf)

8.12.5 25 mm. thick (double leaf for cupboard shutters with piano type hinges

8.15 Extra for double leaf shutter instead of single leaf

23 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.

24 8.58 Providing and fixing S.S. finished brass butt hinges with necessary S.S. finished MS screws complete:

8.58.1 125x85x5.50 mm (Heavy Type)

25 8.79 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

26 8.80 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

27 8.84 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

28 8.90 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

29 8.81 Providing and fixing S.S. finished brass tower bolts (Barrel type) with necessary S.S. finished MS screws complete:

30 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.

31 9.47 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 and panelling to be paid for separately

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).

9.49 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized.

32 9.51 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):

9.51.1 With float glass panes of 4 mm thickness

9.51.4 With float glass panes of 8 mm thickness

33 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 of red oxide zinc chromate primer..

34 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

35 9.57 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.

9.57.1 SS Grade 204

36 11.1 6mm thick cement plaster of mix:

11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand)

37 11.2 12mm thick cement plaster of mix:

11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

38 11.7 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) and finished with top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand)

39 12.7 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

12.7.1 Size upto 200x300 mm

40 12.1 Providing and laying rectified ceramic glazed floor tiles 300x300mm conforming 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.

12.10.1 Size 300x300 mm

41 12.13 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 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 pigments etc. complete:

12.13.1 Size 600x600mm

42 12.49 25 mm thick KOTA stone slab flooring over 20mm (average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sq.m and upto 0.50 sq.m)

43 12.46 15 mm thick Table rubbed plished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12 mm (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 dodo shall be equal to the height of skirting & dado and length of 1.0 m.

12.46.2 Granite stone black

44 13.6 15 mm thick Granite work (machine cut, table rubbed & polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20 mm 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.

13.6.2 Granite Stone Black

45 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.

46 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.

47 13.19 Extra for providing edge moulding to 15 mm 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.

13.19.2 Granite work

48 13.22 Mirror polishing on marble work/ kota stone/ Granite work where ever required to give high gloss finish complete.

13.22.2 On Kitchen platform, sills and similar

49 13.19 Extra for providing edge moulding to 15 mm 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.

13.19.1 Marble work

50 13.24 Providing and fixing one sidepolished 25 mm thick RAJIM SAND STONE shelves fixed in walls in cement mortar 1:3 ( 1 cement : 3 coarse sand) including finishing complete

13.25 Both side polished

51 4.13 Grading roof for water proofing treatment with

4.13.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

52 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

53 14.13 Providing and applying 2 mm thick ready mix exterior grade approved make putty ( like Birla wall care, Alltek Superfine W/R of (NCL). Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

54 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

55 14.1 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

14.10.1 On new work (Two or more coats)

56 14.16 Painting exterior surface with PREMIUM 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:

14.16.1 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)

57 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.

58 12.65 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

12.65.2 Pigment coloured (rubber mould) precast interlock concrete block

59 Add for provision of Rain water harvesting Lump Sum

Add 12% for Electrification work

Add 6% for Sanitary & Water Supply

Add 2 % for Contingencies

Add 2.5 % for Consultant/Architect fee

( RUPEES ONE CRORE NINTY NINE LACS SEVENTEEN THOUSANDS ONLY )

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

E MAIL - [email protected]

Sub Engineer Asstt. Engineer Executive Engineer