NIT NO. 149/Durg(Bemetara)/2026

PUBLIC WORKS DEPARTMENT

Detailed T/S Estimate for Construction of Veterinary Dispensary at Beltara,Block-Saja,Distt.-Bemetara (C.G.)

DISTRICT - Bemetara

ASSEMBLY/CONSTITUENCY - Saja

ESTIMATED COST - 17.80 Lacs

2026-27 OFFICE OF THE EXECUTIVE ENGINEER P.W.D.(B&R), BEMETARA - DIVISION, BEMETARA

REPORT AND SPECIFICATION

For Technical Sanction

1 Name of Work : Detailed T/S Estimate for Construction of Veterinary Dispensary at Beltara,Block-Saja,Distt.-Bemetara (C.G.)

2 Amount of Estimate : Rs. 17.80 Lacs

4 Necessity : As there is no Veterinary Dispensary in the area and because of the rising demand of the Veterinary Dispensary by the villagers this estimate has been prepared.

5 Provisions : Following Provisions have been made in this estimate.

1 : RCC M20 Framed Structure

2 Brick work with modular fly-ash with Cement Mortar 1:6

3 Providing and laying vitrified floor tiles of size 600x600mm

4 P/A 2mm thick ready mix exterior grade approved make putty

5 Distempering with acrylic washable distemper

6 Painting exterior surface with ACRYLIC SMOOTH exterior paint

7 Distempering with acrylic washable distemper

8 Water Supply & Sanitary fittings.

9 Provision of Borewell.

6 Rates & Specifications : Rates provided in the estimate are as per S.O.R. for Building work in force from 1st January 2015. The work will be executed as per CPWD specifications with upto date amendment.

PUBLIC WORK DEPARTMENT CHHTISHGARH

GENERAL-ABSTRACT

For Technical Sanction

Estimate No. .................... of 2026 - 27 Amount to Rs. 17.80 LAKH

Department: - Executive Engineer, PWD (B&R) Dn. Bemetara

Project of which the work forms part Work :- Detailed T/S Estimate for Construction of Veterinary Dispensary at Beltara,Block-Saja,Distt.-Bemetara (C.G.)

QTY. SUB HEAD RATE PER AMOUNT TOTAL

Construction of Building As per details attached 1253859.00

Boundary Wall Length 60 Meter As per details attached 448455.00

Rain Water Harvesting As per details attached 77436.00

TOTAL RS:- 1779750.00

SAY RS. :- 17.80 LAKH

Sub-Engineer Sub-Divisional Officer P.W.D.(B/R) Sub Dn Saja Executive Engineer P.W.D. (B/R) Division Bemetara

S. No. Item No. Particulars of Item Measurment Qty. Unit

Record Final MTS. Steel R.C.C.

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).

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.

For Columns 9 1.8 1.8 2 58.32

Septic Tank 1 3 2.1 2 12.6

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

For Columns 9 1.8 1.8 0.5 14.58

Record Final MTS.

1 3.1.3 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).

3.12.1 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

Columns 12 mm Dia. Main Bars Up To Plinth Beam Top 18 6 3.2 0.888 306.89

Record Final MTS.

1 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).

Columns Base 18 1.50 1.50 0.20 8.10

Columns Up To G.L. 18 0.20 0.30 1.45 1.57

2 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.

Bases of Columns 4 18 1.5 0.2 21.6 Sqm. 139 3002.00

3 2.1.6 Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes 2 18 0.5 1.45 26.1 Sqm. 356 9292.00

Record Final MTS.

1 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.

Column Pits Total Excavation Qty. 118.180

Deduct Base M10 Qty. -5.920

Deduct M20 Qty. -18.280

Record Final MTS.

1 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).

For Ground Beams 1 9.4 0.3 0.1 0.28

2 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

Ground Beams LongWall Back 12mm Dia. Bar Top & Bottom 2 3 6.95 0.888 37.03

ShortWall Side 12mm Dia. Bar Top & Bottom 2 3 5.55 0.888 29.57

LongWall Middle 12mm Dia. Bar Top & Bottom 2 3 3.75 0.888 19.98

ShortWall Side 12mm Dia. Bar Top & Bottom 2 3 5.75 0.888 30.64

LongWall Front 12mm Dia. Bar Top & Bottom 2 3 8.05 0.888 42.89

ShortWall Side 12mm Dia. Bar Top & Bottom 2 3 10.95 0.888 58.34

Plinth Beams LongWalls 2 3 6.95 0.888 37.03

ShortWalls 2 3 10.95 0.888 58.34

Columns 12 mm Dia. Main Bars Up To Plinth Beam Top to Slab Top 18 6 4.4 0.888 421.98

Record Final Mts.

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).

Columns Up To Lintel Beam Bottom 18 0.2 0.3 3.1 3.35

Ground Beams 1 9.3 0.2 0.3 0.56

Plinth Beams 1 6 0.2 0.3 0.36

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.

Ground & Plinth Beams 1 2 9.3 0.3 5.58

Plinth Beam Bottoms 1 1 32.6 0.2 6.52

2.1.6 Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes 2 18 0.5 3.1 55.8 Sqm. 356 19865.00

Record Final Mts.

7.5.1 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)

Septic Tank 2 2.9 0.4 0.5 1.16

Baffel Wall 1 1.3 0.1 1.3 0.17

Above Ground Beams 1 9.3 0.2 0.9 1.67

3.13 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 form work.

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.

A.I. & Treatment Room 1 3 4.5 0.9 12.15

A.I. Lan & L.N. Store 1 3 3 0.9 8.1

Dressing 1 3 2.4 0.9 6.48

Corridor 1 5 0.9 0.9 4.05

Dispensary 1 3 2.4 0.9 6.48

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.

For Plinth Protection Walls 1 12.1 0.3 0.3 1.09

Record Final Mts.

3.1.3 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).

For Plinth Protection Walls 1 12.1 0.3 0.1 0.36

A.I. & Treatment Room 1 3 4.5 0.1 1.35

A.I. Lan & L.N. Store 1 3 3 0.1 0.9

Dressing 1 3 2.4 0.1 0.72

Corridor 1 5 0.9 0.1 0.45

Dispensary 1 3 2.4 0.1 0.72

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

10mm Dia. Bars For Window Sill 2 2 9.2 0.617 22.71

Lintel Beams LongWall Back 10mm Dia. Top Bars 1 2 6.95 0.617 8.58

12 mm Dia. Bottom Bars 1 2 6.95 0.888 12.34

ShortWall Side 10mm Dia. Top Bars 1 2 5.55 0.617 6.85

12 mm Dia. Bottom Bars 1 2 5.55 0.888 9.86

LongWall Middle 10mm Dia. Top Bars 1 2 3.75 0.617 4.63

12 mm Dia. Bottom Bars 1 2 3.75 0.888 6.66

ShortWall Side 10mm Dia. Top Bars 1 2 5.75 0.617 7.1

12 mm Dia. Bottom Bars 1 2 5.75 0.888 10.21

LongWall Front 10mm Dia. Top Bars 1 2 8.05 0.617 9.93

12 mm Dia. Bottom Bars 1 2 8.05 0.888 14.3

ShortWall Side 10mm Dia. Top Bars 1 2 10.95 0.617 13.51

12 mm Dia. Bottom Bars 1 2 10.95 0.888 19.45

Inside Lintel Beams 10mm Dia. Top Bars 1 2 6.95 0.617 8.58

12 mm Dia. Bottom Bars 1 2 6.95 0.888 12.34

10mm Dia. Top Bars 1 2 3.75 0.617 4.63

12 mm Dia. Bottom Bars 1 2 3.75 0.888 6.66

10mm Dia. Top Bars 1 2 7.15 0.617 8.82

12 mm Dia. Bottom Bars 1 2 7.15 0.888 12.7

10mm Dia. Top Bars 2 3 10.95 0.617 40.54

12 mm Dia. Bottom Bars 1 2 10.95 0.888 19.45

10mm Dia. Top Bars 1 2 7.45 0.617 9.19

12 mm Dia. Bottom Bars 1 2 7.45 0.888 13.23

Record Final MTS.

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).

Columns Up To Lintel Beam Bottom to Slab Bottom 18 0.2 0.3 1.2 1.3

Sill Concrete 1 9.2 0.2 0.1 0.18

Lintel Beams 1 9.3 0.2 0.2 0.37

2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.

Sill Concrete 1 2 9.2 0.1 1.84

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

Columns Up To Lintel Beam Bottom to Slab Bottom 2 18 0.5 1.2 21.6 Sqm. 356.00 7690.00

2.1.8 Beams, lintels, cantilevers & walls

Lintel Beams 1 3 9.3 0.2 5.58

2.1.13 Weather shade, chhajja, Cornices and mouldings

Record Final MTS.

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

Slab Beams LongWall Back 12mm Dia. Bar Top & Bottom 2 3 6.95 0.888 37.03

ShortWall Side 12mm Dia. Bar Top & Bottom 2 3 5.55 0.888 29.57

LongWall Middle 12mm Dia. Bar Top & Bottom 2 3 3.75 0.888 19.98

ShortWall Side 12mm Dia. Bar Top & Bottom 2 3 5.75 0.888 30.64

LongWall Front 12mm Dia. Bar Top & Bottom 2 3 8.05 0.888 42.89

ShortWall Side 12mm Dia. Bar Top & Bottom 2 3 10.95 0.888 58.34

LongWalls 2 3 6.95 0.888 37.03

ShortWalls 2 3 10.95 0.888 58.34

Slab 10mm Dia. Main Bars 1 36 6.65 0.617 147.71

8mm Dia. Distribution Bars 1 45 10.65 0.395 189.3

10mm Dia. Main Bars 1 37 7.75 0.617 176.92

8mm Dia. Distribution Bars 1 9 5.45 0.395 19.37

10mm Dia. Top Extra Bars 4 72 0.8 0.617 142.16

8mm Dia. Top Distribution Bars 4 6 10.65 0.395 100.96

10mm Dia. Top Extra Bars 2 45 0.8 0.617 44.42

8mm Dia. Top Distribution Bars 2 6 6.65 0.395 31.52

12mm Dia. Fan Hook 7 1 1.2 0.888 7.46

Septic Tank Slab 10mm Dia. Main Bars 1 18 1.75 0.617 19.44

7.5.1 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)

For Plinth Protection Walls 1 11.9 0.2 1 2.38

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.

For Plinth Protection Walls 1 11.9 0.4 0.8 3.81

Record Final MTS.

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).

Columns Up To Slab Bottom to Top 18 0.2 0.3 0.3 0.32

Slab Beams 1 9.3 0.2 0.18 0.33

2.1.8 Beams, lintels, cantilevers & walls

Slab Beams 1 2 9.3 0.28 5.21

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

Columns Up To Slab Bottom to Top 2 18 0.5 0.3 5.4 Sqm. 356.00 1922.00

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

3.1.3 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).

For Plinth Protection Walls 1 11.9 0.6 0.1 0.71

7.5.1+7.6 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) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Above Slab 1 35.8 0.2 0.3 2.15

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

Door Frame Actual Weight D 34.28

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.

W (1.20M.X1.20M.) 07 Nos. Actual Weight 378.700

V (0.60M. X0.60M.) 06 Nos. Actual Weight 22.200

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. 1 1 1.8 2.1 3.78 Sqm. 3330 12587.00

Record Final MTS.

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

Outer Side 4 2 1.6 0.65 8.32

A.I. & Treatment Room 1 1 3 4.7 14.1

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

Septic Tank Inside Plaster 1 2 2 2.2 8.8

Inside Plaster A.I. & Treatment Room 1 2 3 3.38 20.28

A.I.Lan & LN Store Room 1 2 3 3.38 20.28

Dressing & Dispensary 1 1 3 3.38 10.14

Parapet Inside 1 1 35 0.5 17.5

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)

In Side Plaster A.I.Lan & LN Store Room 1 2 3 3.38 20.28

Dressing & Dispensary 1 1 3 3.38 10.14

Outer Side Plaster 1 1 36.6 3.9 142.74

Plinth Protection Wall 1 1 42.45 1 42.45

Septic Tank 1 1 8.4 0.4 3.36

Record Final Mts.

12.3.2 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

Septic Tank 1 1 2 1.7 3.4 Sqm. 254 864.00

12.37.1 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Light shade using white cement

For Plinth Protection Walls 1 1 11.9 0.6 7.14

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)

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

12.13.1 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.Size 600x600mm

A.I. & Treatment Room 1 3 4.7 14.1

A.I. Lan & L.N. Store 1 3 3 9

Dressing 1 3 5 15

Waiting 1 4.1 1.8 7.38

Toilet 1 2 1.5 3

Corridor 1 4.9 0.9 4.41

14.13 Providing and applying 2mm 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.

Total 6mm. Plaster Qty. 85.040

Total 12mm. Plaster Qty. 185.55

Total 18mm. Plaster Qty. 263.21

Record Final Mts.

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

Total Inside Plaster Qty. 336.23 Sqm. 38.00 12777.00

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)

Total Outside Plaster Qty. 197.570 Sqm. 41.00 8100.00

Record Final Mts.

18.1.3 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 : White Orissa pattern W.C. pan of size 580x440 mm 1.000 Each 2899.00 2899.00

18.18.2 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :White Size 550x400 mm 1.000 Each 915.00 915.00

19.9.3 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:25 mm dia. nominal bore 24.600 Meter 222.00 5461.00

19.5.1 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., 15 mm nominal outer dia .Pipes. 17.600 Meter 133.00 2341.00

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) 2.000 Each 382.00 764.00

19.15 Providing and fixing stainless steel drain jali of approved make/quality. 2.000 Each 51.00 102.00

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 1000.000 Litre 7.30 7300.00

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) 1.000 Point 1502.00 1502.00

21.2.1.2 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. All types of soil 125 mm dia. 117.300 Meter 349.00 40938.00

21.11.2 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:125 mm dia 1.000 Each 200.00 200.00

Record Final Mts.

8.12.1 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 40 mm. thick (single leaf)

8.15 Extra for double leaf shutter instead of single leaf. 2 1.2 2.08 4.990 Sqm. 52.00 259.00

8.112.1 Providing and fixing powder coated M.S. sliding door bolts with bolts, nuts and necessary iron screws: 300x16 mm 2 5 10.000 Each 135.00 1350.00

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 67.96

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). 79.100 Kg. 338.00 26736.00 400.38

9.51.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness 7 2 0.58 1.18 9.580 Sqm. 708.00 6783.00 19.47

Detailed T/S Estimate for Construction of Veterinary Dispensary at Beltara,Block-Saja,Distt.-Bemetara (C.G.)

S No Sor Items Particulars of Item Nos. Measurement 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). 1 12.00 15.00 180.00 Sqm. 7.20 1296.00

2 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.

For Plinth Protection Walls 1 12.10 0.30 0.30 1.09

3 1.6.1 Extra for every additional lift of 1.5 m or part thereof. 1.6.1 All types of soils

4 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).

For Ground Beams 1 9.40 0.30 0.10 0.28

For Plinth Protection Walls 1 12.10 0.30 0.10 0.36

A.I. & Treatment Room 1 3.00 4.50 0.10 1.35

Dispensary 1 3.00 2.40 0.10 0.72

For Plinth Protection Walls 1 11.90 0.60 0.10 0.71

5 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). 1779750.00

Columns Up To Lintel Beam Bottom 18 0.20 0.30 3.10 3.35 1779750.00

6 3.2.1 + 3.4 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: 1779750.00

Columns Up To Lintel Beam Bottom to Slab Bottom 18 0.20 0.30 1.20 1.30 1779750.00

Columns Up To Slab Bottom to Top 18 0.20 0.30 0.30 0.32 1779750.00

7 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 1779750.00

8 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. 1779750.00

Ground & Plinth Beams 1 2.00 9.30 0.30 5.58 1779750.00

Plinth Beam Bottoms 1 1.00 32.60 0.20 6.52 1779750.00

9 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 2 18.00 0.50 1.45 26.10 1779750.00

Columns Up To Lintel Beam Bottom to Slab Bottom 2 18.00 0.50 1.20 21.60 1779750.00

Columns Up To Slab Bottom to Top 2 18.00 0.50 0.30 5.40 1779750.00

10 2.1.8 Beams, lintels, cantilevers & walls 1779750.00

11 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like. 1779750.00

12 2.1.13 Weather shade, chhajja, Cornices and mouldings 1779750.00

13 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 1779750.00

14 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) 1779750.00

Above Ground Beams 1 9.30 0.20 0.90 1.67 1779750.00

For Plinth Protection Walls 1 10.45 0.20 1.00 2.09 1779750.00

15 7.5.4 + 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: 1779750.00

16 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. 1779750.00

Column Pits Total Excavation Qty. 118.18 1779750.00

Deduct Base M10 Qty. -5.92 1779750.00

Deduct M20 Qty. -18.28 1779750.00

For Plinth Protection Walls 1 11.90 0.40 0.80 3.81 1779750.00

17 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 form work. 1 33.80 0.20 0.05 0.34 Cum. 4237.00 1441.00 1779750.00

18 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. 1779750.00

Door Frame Actual Weight D 34.28 1779750.00

W (1.20M.X1.20M.) 07 Nos. Actual Weight 345.60 1779750.00

V (0.60M. X0.60M.) 06 Nos. Actual Weight 22.20 1779750.00

19 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. 1 1.00 1.80 2.10 3.78 Sqm. 3330 12587.00 1779750.00

20 11.5 Neat Cement Punning 1779750.00

21 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) 1779750.00

In Side Plaster A.I.Lan & LN Store Room 1 2.00 3.00 3.38 20.28 1779750.00

Dressing & Dispensary 1 1.00 3.00 3.38 10.14 1779750.00

Plinth Protection Wall 1 1.00 42.45 1.00 42.45 1779750.00

22 11.2.4 Providing and making 12mm thick cement plaster of mix: In cement Mortar 1:6 (1 cement : 6 fine sand) 1779750.00

Septic Tank Inside Plaster 1 2.00 2.00 2.20 8.80 1779750.00

Inside Plaster A.I. & Treatment Room 1 2.00 3.00 3.38 20.28 1779750.00

Dressing & Dispensary 1 1.00 3.00 3.38 10.14 1779750.00

23 11.1.2 Providing and making 6mm thick cement plaster of mix: 1:4 (1 cement : 4 fine sand) 1779750.00

Inside Plaster 1779750.00

24 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 1 1.00 2.00 1.70 3.40 Sqm. 254.00 864.00 1779750.00

25 12.37.1 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Light shade using white cement 1779750.00

For Plinth Protection Walls 1 1.00 11.90 0.60 7.14 1779750.00

26 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) 1779750.00

27 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 1779750.00

28 12.13.1 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.Size 600x600mm 1779750.00

A.I. & Treatment Room 1 2.25 4.70 10.58 1779750.00

29 14.54.1 (Amm. Item Building SOR) Providing and applying plaster of paris putty over plastered wall surface including scaffolding complete. Upto 2 mm thickness to make surface even and smooth in line and level. 1779750.00

Total 6mm. Plaster Qty. 85.04 1779750.00

Total 12mm. Plaster Qty. 185.55 1779750.00

Total 18mm. Plaster Qty. 263.21 1779750.00

30 14.61 (Amm. Item Building SOR) Providing and applying Synthatic oil bound washable Distemper having VOC Content less than 50gms/ lit. Minimum two coats up to final finish to give an even shade applied 1.25 kg / 10 Sqm as per relevant I.S. Coad 428:2000 ( product such as Asain Tractor synthatic distemper Berger Bison Lite Dulux Magik Birla Opus Style Super Smart) with all tool tackles ets. Complete for the work. 1779750.00

Total Inside Plaster Qty. 336.23 Sqm. 57.00 19165.00 1779750.00

31 14.66 (Amm. Item Building SOR) 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 up to final finish to give an even shade applied @1.43 lit / 10Sqm up to final finish as per relevant I.S. Coad 15489:2013 Type - 2, Class D, C (Glossy / Semi Glossy finish) ( product such as Asain Tractor synthatic distemper Berger Bison Lite Dulux Magik Birla Opus Style Super Smart) with all tool tackles ets. Complete for the work. (With 2Year Warranty) 1779750.00

Total Outside Plaster Qty. 197.57 Sqm. 55.00 10866.00 1779750.00

32 18.1.3 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 : White Orissa pattern W.C. pan of size 580x440 mm 1.00 Each 2899 2899.00 1779750.00

33 18.18.2 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :White Size 550x400 mm 1.00 Each 915 915.00 1779750.00

34 19.9.3 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:25 mm dia. nominal bore 24.60 Meter 222 5461.00 1779750.00

35 19.5.1 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., 15 mm nominal outer dia .Pipes. 17.60 Meter 133 2341.00 1779750.00

36 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) 2.00 Each 382 764.00 1779750.00

37 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 2.00 Each 51 102.00 1779750.00

38 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 1000.00 Litre 7.3 7300.00 1779750.00

39 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) 1.00 Point 1502 1502.00 1779750.00

40 21.2.1.2 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. All types of soil 125 mm dia. 117.30 Meter 349 40938.00 1779750.00

41 21.11.2 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:125 mm dia 1.00 Each 200 200.00 1779750.00

42 8.12.1 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 40 mm. thick (single leaf) 1779750.00

43 8.15 Extra for double leaf shutter instead of single leaf. 2 1.20 2.08 4.99 Sqm. 52 259.00 1779750.00

44 8.112.1 Providing and fixing powder coated M.S. sliding door bolts with bolts, nuts and necessary iron screws: 300x16 mm 2 5.00 10.00 Each 135 1350.00 1779750.00

45 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 1779750.00

46 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). 79.10 Kg. 338 26736.00 1779750.00

47 9.51.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness 7 2 0.58 1.18 9.58 Sqm. 708 6783.00 1779750.00

Detailed Estimate For Construction Of Boundary Wall At Veterinary Dispensary Beltara,Block-Saja,Distt.-Bemetara (C.G.), (Saja)

S.N. S.O.R. No. PARTICULAR OF ITEMS 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.

2 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).

3 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).

Trapozoidal Portion 0.35

Plinth Beam 3 2.50 0.30 0.20 0.45

4 3.2.1 + 3.4 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.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 superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

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:

3.12.1 Thermo-Mechanically treated bars FE 415

Total Qty of RCC 2.65

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 upto GL 4 4 0.30 0.80 3.84

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

7 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 Same as Excavation 8.64

Deduction for PCC & RCC -1.15

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) Cement Mortar 1:6 (1 cement : 6 coarse sand) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 3 2.50 0.20 1.90 2.85 Cum 3384.00 9644.00 19.66 66529.44

9 11.2 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand)

10 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: 11.3.4) In Cement Mortar 1:6 (1 cement : 6 fine sand) 1 1 8.70 2.30 20.01 Sqm 107.00 2141.00 138 14766

11 11.31 Providing and making 12mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand) per cm width: 11.31.1) Flush bands 3 4 1.10 13.20 Mtr 2.60 34.00 91.03 236.678

12 14.66 (Amm. Item Building SOR) 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 up to final finish to give an even shade applied @1.43 lit / 10Sqm up to final finish as per relevant I.S. Coad 15489:2013 Type - 2, Class D, C (Glossy / Semi Glossy finish) ( product such as Asain Tractor synthatic distemper Berger Bison Lite Dulux Magik Birla Opus Style Super Smart) with all tool tackles ets. Complete for the work. (With 2Year Warranty) Same as qty 12 mm & 15 mm Plaster 40.02 Sqm 55.00 2201.00 276 15180

Cost of 8.70 Mtr Boundary wall Rs. 56938.00

Cost of 1.00 Mtr Boundary wall Rs. 6545.00

Cost of 60 Mtr Boundary wall Rs. 392700.00 448455.00

13 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 2 1 3.50 3.00 75 Kg./ Sqm. 630.00 Kg 88.50 55755.00 630.00 55755

Total Amount : 448455.00

SUB ENGI. SUB DIVISIONAL OFFICER PWD SUB DIVISION SAJA EXECUTIVE ENGINEER PWD DIVISION, BEMETARA

NIT Schedule For Construction of Veterinary Dispensary at Beltara,Block-Saja,Distt.-Bemetara (C.G.)

PAC Rs. 17.80 Lacs

S No. Department SOR Year ItemId BOQDesc Quantity UOM Rate Amount AmountInWords

1 PWD PWD Bldng 2015 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). 180.00 Sqm. 7.20 1296.00

2 PWD PWD Bldng 2015 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. 210.78 Cum. 185.00 38994.00

3 PWD PWD Bldng 2015 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soils 35.82 Cum. 26.50 949.00

4 PWD PWD Bldng 2015 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). 26.04 Cum. 2970.00 77339.00

5 PWD PWD Bldng 2015 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). 39.82 Cum 4163.00 165771.00

6 PWD PWD Bldng 2015 3.2.1 + 3.4 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: 23.67 Cum 4260.50 100846.00

7 PWD PWD Bldng 2015 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 6093.59 Kg. 54.50 332101.00

8 PWD PWD Bldng 2015 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. 170.44 Sqm. 139.00 23691.00

9 PWD PWD Bldng 2015 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 222.28 Sqm. 297.00 66017.00

10 PWD PWD Bldng 2015 2.1.8 Beams, lintels, cantilevers & walls 71.02 Sqm. 202.00 14346.00

11 PWD PWD Bldng 2015 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like. 6.70 Sqm. 184.00 1233.00

12 PWD PWD Bldng 2015 2.1.13 Weather shade, chhajja, Cornices and mouldings 10.80 Sqm. 294.00 3175.00

13 PWD PWD Bldng 2015 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 65.59 Sqm. 235.00 15414.00

14 PWD PWD Bldng 2015 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) 19.18 Cum. 3263.00 62584.00

15 PWD PWD Bldng 2015 7.5.2 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 1:4 (1 cement : 4 coarse sand) 4.43 Cum. 3452.00 15292.00

16 PWD PWD Bldng 2015 7.5.4 + 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: 33.84 Cum. 3384.00 114515.00

17 PWD PWD Bldng 2015 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. 422.71 Cum. 371.00 156825.00

18 PWD PWD Bldng 2015 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 form work. 0.47 Cum. 4237.00 1991.00

19 PWD PWD Bldng 2015 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. 449.35 Kg. 75.00 33701.00

20 PWD PWD Bldng 2015 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. 3.78 Sqm. 3330.00 12587.00

21 PWD PWD Bldng 2015 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-250 630.00 Kg. 88.50 55755.00

22 PWD PWD Bldng 2015 11.5 Neat Cement Punning 22.88 Sqm. 33.00 755.00

23 PWD PWD Bldng 2015 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) 401.21 Sqm. 107.00 42929.00

24 PWD PWD Bldng 2015 11.2.4 Providing and making 12mm thick cement plaster of mix: In cement Mortar 1:6 (1 cement : 6 fine sand) 343.25 Sqm. 91.50 31407.00

25 PWD PWD Bldng 2015 11.1.2 Providing and making 6mm thick cement plaster of mix: 1:4 (1 cement : 4 fine sand) 85.04 Sqm. 87.00 7398.00

26 PWD PWD Bldng 2015 11.31.1 Providing and making 12mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand) per cm width: Flush bands 91.03 Meter 2.60 237.00

27 PWD PWD Bldng 2015 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 3.40 Sqm. 254.00 864.00

28 PWD PWD Bldng 2015 12.37.1 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Light shade using white cement 29.10 Sqm. 640.00 18624.00

29 PWD PWD Bldng 2015 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) 3.44 Cum. 3817.00 13130.00

30 PWD PWD Bldng 2015 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 13.14 Sqm. 587.00 7713.00

31 PWD PWD Bldng 2015 12.13.1 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.Size 600x600mm 66.37 Sqm. 1151.00 76392.00

32 PWD PWD Bldng 2015 14.54.1 (Amm. Item Building SOR) Providing and applying plaster of paris putty over plastered wall surface including scaffolding complete. Upto 2 mm thickness to make surface even and smooth in line and level. 533.80 Sqm. 82.00 43772.00

33 PWD PWD Bldng 2015 14.61 (Amm. Item Building SOR) Providing and applying Synthatic oil bound washable Distemper having VOC Content less than 50gms/ lit. Minimum two coats up to final finish to give an even shade applied 1.25 kg / 10 Sqm as per relevant I.S. Coad 428:2000 ( product such as Asain Tractor synthatic distemper Berger Bison Lite Dulux Magik Birla Opus Style Super Smart) with all tool tackles ets. Complete for the work. 336.23 Sqm. 57.00 19165.00

34 PWD PWD Bldng 2015 14.66 (Amm. Item Building SOR) 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 up to final finish to give an even shade applied @1.43 lit / 10Sqm up to final finish as per relevant I.S. Coad 15489:2013 Type - 2, Class D, C (Glossy / Semi Glossy finish) ( product such as Asain Tractor synthatic distemper Berger Bison Lite Dulux Magik Birla Opus Style Super Smart) with all tool tackles ets. Complete for the work. (With 2Year Warranty) 473.57 Sqm. 55.00 26046.00

35 PWD PWD Bldng 2015 18.1.3 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 : White Orissa pattern W.C. pan of size 580x440 mm 1.00 Each 2899.00 2899.00

36 PWD PWD Bldng 2015 18.18.2 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :White Size 550x400 mm 1.00 Each 915.00 915.00

37 PWD PWD Bldng 2015 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. 82.00 Meter 267.00 21894.00

38 PWD PWD Bldng 2015 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. 110 mm 16.00 Each 154.00 2464.00

39 PWD PWD Bldng 2015 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. 1.00 Each 644.00 644.00

40 PWD PWD Bldng 2015 19.9.3 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:25 mm dia. nominal bore 24.60 Meter 222.00 5461.00

41 PWD PWD Bldng 2015 19.5.1 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., 15 mm nominal outer dia .Pipes. 17.60 Meter 133.00 2341.00

42 PWD PWD Bldng 2015 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) 2.00 Each 382.00 764.00

43 PWD PWD Bldng 2015 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 2.00 Each 51.00 102.00

44 PWD PWD Bldng 2015 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 1000.00 Litre 7.30 7300.00

45 PWD PWD Bldng 2015 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) 1.00 Point 1502.00 1502.00

46 PWD PWD Bldng 2015 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 150 mm dia. 18.00 Meter 339.00 6102.00

47 PWD PWD Bldng 2015 21.1.2.3 Rocky strata including Boulders. 150 mm dia. 7.00 Meter 396.00 2772.00

48 PWD PWD Bldng 2015 21.2.1.2 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. All types of soil 125 mm dia. 117.30 Meter 349.00 40938.00

49 PWD PWD Bldng 2015 21.3.2 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. 125 mm nominal size dia. 18.00 Meter 474.00 8532.00

50 PWD PWD Bldng 2015 21.4.2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) slotted pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 125 mm nominal size dia. 1.00 Meter 504.00 504.00

51 PWD PWD Bldng 2015 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 7.80 Cum. 863.00 6731.00

52 PWD PWD Bldng 2015 21.14.2 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders 6.00 Cum. 806.00 4836.00

53 PWD PWD Bldng 2015 21.14.3 Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel 6.00 Cum. 471.00 2826.00

54 PWD PWD Bldng 2015 21.11.2 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:125 mm dia 1.00 Each 200.00 200.00

55 PWD PWD Bldng 2015 8.12.1 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 40 mm. thick (single leaf) 9.86 Sqm. 2467.00 24325.00

56 PWD PWD Bldng 2015 8.15 Extra for double leaf shutter instead of single leaf. 4.99 Sqm. 52.00 259.00

57 PWD PWD Bldng 2015 8.112.1 Providing and fixing powder coated M.S. sliding door bolts with bolts, nuts and necessary iron screws: 300x16 mm 10.00 Each 135.00 1350.00

58 PWD PWD Bldng 2015 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 53.55 Kg. 331.00 17725.00

59 PWD PWD Bldng 2015 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). 79.10 Kg. 338.00 26736.00

60 PWD PWD Bldng 2015 9.51.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness 9.58 Sqm. 708.00 6783.00

Sub Engineer PWD Sub Division Saja Sub Divisional Officer P.W.D. Sub Division Saja Executive Officer P.W.D. Division Bemetara