Construction of Higher Secondary School Building At Tilai Block Akaltara Dist.Janjgir -Champa (C.G.)

CHHATTISGARH HOUSING BOARD DIVISION - SAKTI

GENERAL ABSTRACT

Name of Project - DETAILED ESTIMATE FOR THE CONSTRUCTION OF HIGHER SECONDARY SCHOOL BUILDING AT KHOKHRA BLOCK NAVAGARH DISTT. JANJGIR-CHAMPA

FOR ADMINISTRATIVE APPROVAL

1 Cost Of Civil work Part-I 9683834.00

2 Cost Of Sanitary & W/S works Part-II 474879.00

3 Cost of Borewell 178060.00

4 Cost of Internal Electrification 932749.00

5 Cost of Rain Water Harvesting 44070.00

Add Anticipated high tender rate @ 06% 678816.00

Add 18% GST on all work 2158634.00

Add 1% Contingency charges 141511.00

Add 1% Architectural charges 142926.00

Add 8% Supervision Charges 1143405.00

Grand Total 15578884.00

Say Rs. In Lacs 155.79

Note: All rates are as per Schedule of rate in C.G. P.W.D. in forced from 20 April .2026 & For electrical pwd SOR from 10 april 2026 after excluding GST.

DETAILED ESTIMATE FOR THE CONSTRUCTION OF HIGHER SECONDARY SCHOOL BUILDING AT KHOKHRA BLOCK NAVAGARH DISTT. JANJGIR-CHAMPA

SN I.N. Description of Item no no L B D/H Qty Unit Rate Amount

1 1.10 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 type of soil

Septick Tank 2 4.00 2.50 1.80 36.00

2 1.6 Extra for every additional lift of 1.5 m or part thereof

Septick Tank 2 4.00 2.50 0.30 6.00

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.

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

Septick tank 2 1 4.00 2.50 0.10 2.00

Below Stair Portion 1 1 5.60 3.40 0.10 1.90

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.

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

parapet coping 1 1 111.2 0.20 0.05 1.11

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

A 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.

SHUTTERING BELOW PL footing

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

For Ground Floor

For First Floor

Below Stair Portion 1 1 5.60 3.40 19.04

For Munty Slab Portion

Stair Tower Slab 1 1 5.60 3.40 19.04

Parapet Wall Column 26 2 0.20 0.90 9.36

Net Total A+B 946.36 Sqm 273.00 258356.28

C 2.1.8 Beams, lintels, cantilevers & walls

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

Below Stair Portion 1 1 5.60 3.40 19.04

Below Stair Portion 1 1 5.60 3.40 19.04

For Munty Slab Portion

Stair Tower Slab 1 1 5.60 3.40 19.04

Parapet Wall Column 26 2 0.20 0.90 9.36

E 2.1.13 Weather shade, chhajja, Cornices and mouldings

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

Stair waist slab gf 1 2 4.50 1.50 13.50

Stair Landing 1 1 3.10 1.50 4.65

Stair waist slab ff 1 2 4.50 1.50 13.50

Stair Landing 1 1 3.10 1.50 4.65

6 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 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

PL Below PL Footing

Column up to G/B

Column up to plinth

Below PL Total A 156.577

GF Column Dpc To G.F. Slab

Stair waist slab 1 2 4.50 1.50 0.13 1.688

Stair Landing 1 1 3.10 1.50 0.13 0.581

Below Stair Portion 1 1 5.60 3.40 0.13 2.380

Septik tank slab 1 2 4.50 3.00 0.13 3.510

Total B 131.891

First floor Column C1 1 7 0.20 0.50 3.30 2.310

Lintel beam FF 1 2 1.10 0.20 0.20 0.088

Stair waist slab 1 3 2.10 1.50 0.13 1.181

Stair Landing 1 1 1.50 1.50 0.13 0.281

FF Total C 124.313

SF Parapet column 26 1 0.20 0.50 0.90 2.340

Stair Mumty slab 1 1 5.80 4.80 0.12 3.341

SF Total D 8.715

7 3.40 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

ground floor 131.89 Cum 83.00 10946.92

8 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 (Make:- Tata / Sail / Goel /Jindal /Nakoda/Nirman / Fortune /Gk or Equivalent)

9 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

Cement Mortar 1:5 (1 cement : 5 coarse sand)

Septik Tank 1st step 1 4 4.50 0.40 0.90 6.48

Septik Tank 2nd step 1 4 4.50 0.30 0.90 4.86

10 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.

11 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)

Total A 109.586

Total B 110.750

12 7.60 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

Ground floor 109.59 cum 114.00 12492.78

13 7.11 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:

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

TotalA+B 78.74 sqm 359 28267.66

14 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level:

for ground floor 39.37 sqm 10.00 393.70

for 1st floor 39.37 sqm 20.00 787.40

15 9.16 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.

9.16.2 Angle-iron frames

Ground + First floor

Angle iron Frame kg/m

16 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

17 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.

18 8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.

19 8.14 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.

20 8.14 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.

21 8.141 Providing and fixing Stainless steel "D" shape door handles made of 10mm dia rod with necessary stainless steel screws etc complete.

22 8.143 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.

23 8.12 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. (Make:- Green Board/ National/ Centuary or Equivalent)

8.12.2 35 mm. thick (single leaf)

24 8.15 Extra for double leaf shutter instead of single leaf.

25 8.16 Providing and fixing PVC membrane foil coated (laminated) flush door shutters, made with core of block board with frame of first class hard wood, coated with 0.30mm membrane pasted with resin using vacuam treatment process complete all but excluding hinges

8.16.2 30 mm thick (single leaf)

26 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.

Ground + First floor

27 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 to be paid for separately:

9.47.1 For fixed portion

4kg per sqm 439.20

28 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). 439.20 kg 287.00 126050.40

29 9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized. 878.40 kg 23.00 20203.20

30 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

Ground +First Floor

31 9.34 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.

Ground + First floor

32 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.

33 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 kg/sqm

34 1.17 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.

Total Excavation 625.69

Deduction pcc -24.32

Ded. Column gl -9.85

35 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.

36 Amenment 12.79 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0 mm thick layer) vitrified floor tiles 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.

12.79.1 Size 600x600mm thickness 9 to 10mm

Below Stair Portion 1 1 6.80 3.40 23.12

Below Stair Portion 1 1 6.80 3.40 23.12

stafff room 1 1 6.80 6.80 46.24

10% Extra for Skirting 80.33

37 12.74- AME Providing and fixing rectified glazed ceramic floor tiles of 1st quality conforming to IS : 15622-2017 of approved make in all colours, shades over 20 mm thick bed of Cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @3.3 kg per sqm including poing in white cement mixed with matching pigment complete.

12.74.2 Size 400x400 mm thickness 7 to 8 mm

38 12.75- AME Providing and fixing rectified glazed ceramic wall / dado tiles of 1ST quality conforming to IS : 15622 of approved make,in all colours, shades on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.

12.75.1 Size 300x450 mm thickness 7 to 8 mm

39 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.

40 11.10 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

Class Room 1 1 7.00 7.00 49.00

Below Stair Portion 1 1 6.80 3.40 23.12

Class Room 1 1 7.00 7.00 49.00

Below Stair Portion 1 1 6.80 3.40 23.12

41 11.3.3 Providing and making 15mm thick cement plaster of mix:

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

column offset 22 1 0.90 8.70 172.26

Ventilation 1 20 0.60 0.50 0.60 3.60

42 11.2.3 Providing and making 12mm thick cement plaster of mix:

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

For Ground Floor

principal room 1 2 3.40 3.18 21.59

entrance hall 1 2 7.00 3.18 44.45

Stair Portion 1 2 3.40 3.18 21.59

For First Floor

principal room 1 2 3.40 3.18 21.59

entrance hall 1 2 7.00 3.18 44.45

Stair Portion 1 2 3.40 3.18 21.59

Stair Portion 1 2 3.40 2.40 16.32

Ventilation 1 20 0.60 0.60 -7.20

43 14.56. Providing and applying 2mm thick white cement based polymeric exterior grade putty with minimum 3 coats applied @ 5.4kg/10sqm as per relevant I.S. code 17545:2021 (product such as Birla wall care, asian trucare, J.K. wall putty, berger bison wall putty) to make the surface smooth and even with all tool tackles and labour etc complete

15 mm plaster 1418.49

12 mm plaster 2443.53

6mm plaster 950.32

44 14.59. Providing & Applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primcoat/activcoat,Asian trucare,Dulux interior cement primer, Opus calista/I10) with all tool tackles and labour etc complete

Inner 6 mm plaster 950.32

Inner 15 mm plaster 1418.49

Inner 12 mm plaster 2443.53

45 14.68 Providing and applying on exterior surface with Premium Exterior Emulsion paint of required shades to give protective and water proof finish minium three coats applied @ 1.40 lit / 10sqm up to final finish as per relevant I.S. code 15489:2013 Type-2 Class D,C (Glossy/semi glossy finish) (product such as Asian Apex, Dulux weather shield prima E900, Nerolac Everlas Excel, Berger weathercoat antidust, Nippon Sumo Etra, Opus true flex etc) inclusive of providing abro tape on edge and article and cleaning of door,window,floor and surface as required with all tool tackles and labour etc complete (with 3 year warranty)

Qty of Outer Plaster 1418.49 Sqm 79.00 112060.71

42 14.64 Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied code 15489:2013 type 1 Class D,C (Glossy/semi glossy finish) of required shade (product such as Asian Apcolite Premium, Dulux Super Cover, Berger Easy clean, nippon breezee metex gold,Opus I-50/calista) inclusive of providing abro tape on edge and article and cleaning of door,window,floor and surface as required with all tool tackles and labour etc complete (with 3 year warranty)

12mm plaster 2443.53

6 mm plaster 950.32

46 14.71 Providing and applying Satin/matt finish enamel paint minimum 2 coats in all surface applied @0.75lit./10 sqm up to required finish as per relevant I.S. code 2932:2013 (product such as Asian satin enamel,Dulux promise premium enamel ,Nerolac synthatic enamel ) inclusive of providing abro tape on edge and article and cleaning of door,window,floor and surface as required with all tool tackles and labour etc complete

Ventilaion 1 20 0.60 0.60 7.20

47 12.46 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m).

12.46.1 Granite stone grey

front stair tread 1 4 7.2 0.3 8.64

Stair Steps 2 22 1.50 0.30 19.80

FF corridor 1 1 23.6 2.4 56.64

48 12.44 12.44 Extra for nosing in Granite stone for treads.

Treads 2 22 1.5 66

Total 66 rmt 111 7326

49 11.32 Providing and making 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand) per cm width:

11.32.4 Drip course

Chajjas 1 1 200 200.00

Total 200.00 rmt 3 600

50 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Slab parapet wall 1 1 95 120.00

chajjas 1 1 65 65.00

Total 185.00 rmt 58 10730

51 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 ncluding finishing the top smooth.

Plinth protection 1 1 95 95

Total 95.00 rmt 232 22040

52 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)

Below Stair Portion 1 1 5.60 3.40 0.075 1.43

Total 9683833.07

Sub Engineer Assistant Engineer Executive Engineer

Chhattisgarh Housing Board, Chhattisgarh Housing Board, Chhattisgarh Housing Board,

Division -Sakti Division -Sakti Division -Sakti

DETAILED ESTIMATE FOR THE CONSTRUCTION OF HIGHER SECONDARY SCHOOL BUILDING AT KHOKHRA BLOCK NAVAGARH DISTT. JANJGIR-CHAMPA

SANITARY AND WATER SUPPLY

S. No. SOR NO. Particulars of items No L B D/H Quantity Unit Rate Amount

1 19.5 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.

A 19.5.2 20 mm nominal outer dia .Pipes.

B 19.5.3 25 mm nominal outer dia. Pipes.

BORE TO TANK 1.00 40.00 40.00

FF toilet 1.00 15.00 15.00

C 19.5.1 15 mm nominal outer dia .Pipes.

2 19.17 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :

19.17.3 25 mm nominal bore 4 4 EACH 382.00 1528.00

3 19.14 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:

19.14.3 Long body bib cock (500 grams) 9 9 EACH 377.00 3393.00

19.14.4 Piller Cock (400 grams) 13 13 EACH 352.00 4576.00

19.14.5 Two way bib cock (800 grams) 6 6 EACH 627.00 3762.00

19.14.6 Stop cock (concaeld ) (500 grams) 8 8 EACH 437.00 3496.00

19.14.11 Hand shower set with flexible extension pipe 6 6 EACH 667.00 4002.00

19.14.7 Angle valve for basin mixer and geyser points (450 grams) 6 6 EACH 338.00 2028.00

4 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 20 20 EACH 45.00 900.00

5 18.1 Providing and fixing water closet squatting pas (indian type W.C. pan 100mm sand cast iron P or S trap 10 Litr low level P.V.C. flusing cistern (same color) conforming to is fitting and fixtures complete including cutting and making good the walls and floors wherever required

18.1.3 White long pattern W.C. pan of size 580 mm 8 8 Nos. 2437.00 19496.00

6 18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with allfittings and fixtures complete including cutting and making good the walls and floors wherever required :

18.4.1 White pedestal type 6 6 EACH 2423.00 14538.00

7 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 :

18.17.5 White Oval or round size 550x400mm. 12 12 EACH 1349.00 16188.00

8 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.

18.76.1 75 mm dia pipe.

bathroom 12 4.00 48.00

18.76.2 110 mm dia pipe.

TOWER RAIN WATER 1 60.00 60.00

18.76.3 150 mm dia pipe.

( WC ) CHAMBER TO ST + ST TO SOAK PIT 1 70.00 70.00

(CHAMBER TO SOAK PIK PIT) 1 45.00 45.00

9 20.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design:

150 mm diameter S.W. Pipe

qty same as pipe line 265.00

10 18.77 Provindig and fixing on wall face UV stablized Unplasticised - PVC moulded fitting/accessories having 3.2 mm 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*

18.77.15 Nahani Trap 110x75mm 10 10 EACH 76.00 760.00

18.77.16 Multi floor trap 110 10 10 EACH 103.00 1030.00

18.77.17 Plain reducing Tee 110x75mm 10 10 EACH 108.00 1080.00

18.77.14 "P" trap 110mmx110mm long 4 4 EACH 191.00 764.00

11 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 4 1000.00 4000 Ltr 6.00 24000.00

12 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) : 6 6 EACH 5936.00 35616.00

13 20.28 Providing and constructing brick masonry chamber for underground pipe and and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :

20.28.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : 6 0 nos 4334.00 0.00

14 20.30 Providing and constructing brick work for extra depth beyond 45 cm of brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) with inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls:

15 18.13 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete:

18.13.1 Flat back half stall urinal of size 460x380x250mm

16 20.31 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 1709.00

Total 474878.20

Sub Engineer Assistant Engineer Executive Engineer

Chhattisgarh Housing Board, Chhattisgarh Housing Board, Chhattisgarh Housing Board,

Division -Sakti Division -Sakti Division -Sakti

DETAILED ESTIMATE FOR THE CONSTRUCTION OF HIGHER SECONDARY SCHOOL BUILDING AT KHOKHRA BLOCK NAVAGARH DISTT. JANJGIR-CHAMPA

S. NO S.O.R. DESCRIPTION NO L B H/D QTY. UNIT Rate Amount

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 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.

21.1.4 All types of soil

3 21.2 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

Rocky strata including Boulders.

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 1 25.00 25.00 Meter 1304 32600

5 19.7 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete:

19.7.6 50 mm dia. nominal bore 1 130.00 130.00 Meter 417 54210

6 21.12 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete

7 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:

8 23.3 Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as per specification.

9 23.10 Supply, installation, testing and commissioning of 5-7.5 HP 3 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as per specification. a) Phase indicating lamps with fuses and toggle switches 1 set b) 5/7.5 HP 3 phase DOL starter with over load and no volt relay 1 No c) 32 A "C" curve TPMCB 1 No d) Voltmeter 0-500 V with selector switch 1 set e) Ammeter 0-10 A with CT's and selector switch 1 set.

10 23.14 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as per specification

Total 178060.00

DETAILED ESTIMATE FOR THE CONSTRUCTION OF HIGHER SECONDARY SCHOOL BUILDING AT KHOKHRA BLOCK NAVAGARH DISTT. JANJGIR-CHAMPA

RAIN WATER HARVESTING

S.No. CSR Item No. Item of Work MEASUREMENT QTY UNIT RATE AMOUNT

1 1.1.1 Excavation for all types and sizes fo foundation, trenches and drain of for any other purpose including disposal of excavated stuff upto 1.5m lift and lead upto 50m (at least 5m away from the excavated area) Including dressing and leveling of pits. In all types soils.

Harvesting Pit 1 2.50 2.50 2.50 15.63

2 1.6.1 Add Extra for every additional lift of 1.5m or part there of all type of soil

Harvesting Pit 1 2.50 2.50 1.00 6.25

3 21.9 Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Coarse Sand 1 2.50 2.50 0.30 1.88

4 21.2.1.3 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 beyond 90 metre & upto 150 metre depth below ground level

150 mm Dia 3 3.00 9.00 Rmt

5 21.4.3 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 Engineerin-charge.

6 21.18 Providing and fixing filter of minimum 100 litre capacity for roof top rain water harvesting through tube well consisting of two layered HDPE tank with five layers (each layers of minimum 100 mm) consist of coarse sand, 4mm, 6mm, 8mm & 12 mm gravels with stainless steel wire mesh fixed between each layer with suitable length and sufficient numbers of 110 mm dia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2 metre length on each side, Cement Concrete plateform of required size complete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre)

7 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter.

Total 2.00 Each 644.00 1288.00

8 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

9 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.

10 18.77.3 Tee/ Tee with door/ Bend 45°/ Bend 90° 110 mm

11 18.77.7 Double "Y" with or without door 110 mm

12 18.77.13 Access door cap 110 mm

Total 16.00 Each 50.00 800.00

for 1 Nos Rs. 44070.00

Sub Engineer Assistant Engineer Executive Engineer

CG Housing Board CG Housing Board CG Housing Board

Division - Sakti (C.G.) Division - Sakti (C.G.) Division - Sakti (C.G.)

CHHATTISGARH HOUSING & INFRASTRUCTURE DEVELOPMENT BOARD DIVISION - SAKTI

GENERAL ABSTRACT

Name of Project - DETAILED ESTIMATE FOR THE CONSTRUCTION OF HIGHER SECONDARY SCHOOL BUILDING AT TILAI BLOCK AKALTARA DISTT. JANJGIR-CHAMPA

AMOUNT PUT TO TENDER

1 Cost Of Civil work Part-I 9683834.00

2 Cost Of Sanitary & W/S works Part-II 474879.00

3 Cost of Borewell 178060.00

4 Cost of Internal Electrification 932749.00

5 Cost of Rain Water Harvesting 44070.00

Say Rs. In Lacs 113.14

Note: All rates are as per Schedule of rate in C.G. P.W.D. in forced from 20 April .2026 & For electrical pwd SOR from 10 april 2026 after excluding GST.

SCHEDULE FOR THE CONSTRUCTION OF HIGHER SECONDARY SCHOOL BUILDING AT TILAI BLOCK AKALTARA DISTT. JANJGIR-CHAMPA

SCHEDULE AS PER PWD SOR 2026

SN SOR PARTICULAR UNIT RATE RATE IN WORDS

1 1.10 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 type of soil Cum 185.00 One Hundred Eighty Five Rupees Only

2 1.6 Extra for every additional lift of 1.5 m or part thereof Cum 26.50 Twenty Six Rupees Fifty Paisa Only

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.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). Cum 2260.00 Two Thousand Two Hundred Sixty Rupees Only

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.

3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). cum 3018.00 Three Thousand Eighteen Rupees Only

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

A 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. Sqm 128.00 One Hundred Twenty Eight Rupees Only

B 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape Sqm 273.00 Two Hundred Seventy Three Rupees Only

C 2.1.8 Beams, lintels, cantilevers & walls sqm 186.00 One Hundred Eighty Six Rupees Only

D 2.1.7 Suspended floors, roofs, access Kitchen Platform, balconies (plain surfaces) and shelves (cast in situ) sqm 216.00 Two Hundred Sixteen Rupees Only

E 2.1.13 Weather shade, chhajja, Cornices and mouldings sqm 270.00 Two Hundred Seventy Rupees Only

F 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings sqm 212.00 Two Hundred Twelve Rupees Only

6 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 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). Cum 3538.00 Three Thousand Five Hundred Thirty Eight Rupees Only

7 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 ncluding finishing the top smooth. rmt 232 Two Hundred Thirty Two Rupees Only

8 3.40 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:

A GF Cum 83.00 Eighty Three Rupees Only

B FF Cum 166.00 One Hundred Sixty Six Rupees Only

C SF Cum 249.00 Two Hundred Fourty Nine Rupees Only

9 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 (Make:- Tata / Sail / Goel /Jindal /Nakoda/Nirman / Fortune /Gk or Equivalent) Kg 46.00 Fourty Six Rupees Only

10 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. Sqm 3601.00 Three Thousand Six Hundred One Rupees Only

11 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) CUM 3164 Three Thousand One Hundred Sixty Four Rupees Only

12 7.5.3 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 1:5 (1 cement : 5 coarse sand) Cum 3148.00 Three Thousand One Hundred Fourty Eight Rupees Only

13 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) cum 3066.00 Three Thousand Sixty Six Rupees Only

14 7.60 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

A Ground floor cum 114.00 One Hundred Fourteen Rupees Only

B FF cum 228.00 Two Hundred Twenty Eight Rupees Only

C SF cum 342.00 Three Hundred Fourty Two Rupees Only

15 7.11 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:

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand) & sqm 359 Three Hundred Fifty Nine Rupees Only

16 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level:

A GF sqm 10.00 Ten Rupees Only

B FF sqm 20.00 Twenty Rupees Only

17 9.16 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.

9.16.2 Angle-iron frames Kg 62.00 Sixty Two Rupees Only

18 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 cum 55099.00 Fifty Five Thousand Ninety Nine Rupees Only

19 8.3 Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm. each 65.00 Sixty Five Rupees Only

20 8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.

A 8.132.1 150x2.5mm (heavy) Nos 88.00 Eighty Eight Rupees Only

B 8.132.2 125x2.5mm (heavy) Nos 69.00 Sixty Nine Rupees Only

21 8.14 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.

A 8.137.1 300mm Nos 215.00 Two Hundred Fifteen Rupees Only

B 8.137.2 250mm Nos 206.00 Two Hundred Six Rupees Only

22 8.14 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.

8.139.1 250 x10mm nos 88.00 Eighty Eight Rupees Only

23 8.141 Providing and fixing Stainless steel "D" shape door handles made of 10mm dia rod with necessary stainless steel screws etc complete.

8.141.2 150mm nos 45.00 Eighty Eight Rupees Only

24 8.143 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.

8.143.1 single nos 42.00 Fourty Two Rupees Only

25 8.12 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. (Make:- Green Board/ National/ Centuary or Equivalent)

8.12.2 35 mm. thick (single leaf) sqm 1810.00 One Thousand Eight Hundred Ten Rupees Only

26 8.15 Extra for double leaf shutter instead of single leaf. SQM 47.00 Fourty Seven Rupees Only

27 8.16 Providing and fixing PVC membrane foil coated (laminated) flush door shutters, made with core of block board with frame of first class hard wood, coated with 0.30mm membrane pasted with resin using vacuam treatment process complete all but excluding hinges

8.16.2 30 mm thick (single leaf) SQM 1596.00 One Thousand Five Hundred Ninety Six Rupees Only

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. kg 57.00 Fifty Seven Rupees Only

29 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 to be paid for separately:

9.47.1 For fixed portion kg 281.00 Two Hundred Eighty One Rupees Only

30 9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately). kg 287.00 Two Hundred Eighty Seven Rupees Only

31 9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized. kg 23.00 Twenty Three Rupees Only

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 sqm 519.00 Five Hundred Nineteen Rupees Only

33 9.34 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. kg 672.00 six HundredSeventy Two Rupees Only

34 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height. sqm 80.00 Eighty Rupees Only

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 Kg 397.00 Three Hundred Ninety Seven Rupees Only

36 1.17 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. Cum 65.00 Sixty Five Rupees Only

37 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. Cum 371.00 Three Hundred Seventy One Rupees Only

38 Amenment 12.79 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0 mm thick layer) vitrified floor tiles 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.

12.79.1 Size 600x600mm thickness 9 to 10mm Sqm 955.00 Nine Hundred Fifty Five Rupees Only

39 12.74- AME Providing and fixing rectified glazed ceramic floor tiles of 1st quality conforming to IS : 15622-2017 of approved make in all colours, shades over 20 mm thick bed of Cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @3.3 kg per sqm including poing in white cement mixed with matching pigment complete.

12.74.2 Size 400x400 mm thickness 7 to 8 mm sqm 729.00 Seven Hundred Twenty Nine Rupees Only

40 12.75- AME Providing and fixing rectified glazed ceramic wall / dado tiles of 1ST quality conforming to IS : 15622 of approved make,in all colours, shades on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.

12.75.1 Size 300x450 mm thickness 7 to 8 mm sqm 627.00 Six Hundred Twenty Seven Rupees Only

41 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. sqm 2828.00 TwoThousand Eight HundredTwenty Eight Rupees Only

11.1 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) sqm 81.00 Eighty One Rupees Only

42 11.3.3 Providing and making 15mm thick cement plaster of mix:

In Cement Mortar 1:5 (1 cement : 5 fine sand) Sqm 105.00 One Hundred Five Rupees Only

42 11.2.3 Providing and making 12mm thick cement plaster of mix:

In Cement Mortar 1:5 (1 cement : 5 fine sand) sqm 90.00 Ninety Rupees Only

43 14.56. Providing and applying 2mm thick white cement based polymeric exterior grade putty with minimum 3 coats applied @ 5.4kg/10sqm as per relevant I.S. code 17545:2021 (product such as Birla wall care, asian trucare, J.K. wall putty, berger bison wall putty) to make the surface smooth and even with all tool tackles and labour etc complete sqm 81.00 Eighty One Rupees Only

44 14.59. Providing & Applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primcoat/activcoat,Asian trucare,Dulux interior cement primer, Opus calista/I10) with all tool tackles and labour etc complete sqm 27.00 Twenty Seven Rupees Only

45 14.68 Providing and applying on exterior surface with Premium Exterior Emulsion paint of required shades to give protective and water proof finish minium three coats applied @ 1.40 lit / 10sqm up to final finish as per relevant I.S. code 15489:2013 Type-2 Class D,C (Glossy/semi glossy finish) (product such as Asian Apex, Dulux weather shield prima E900, Nerolac Everlas Excel, Berger weathercoat antidust, Nippon Sumo Etra, Opus true flex etc) inclusive of providing abro tape on edge and article and cleaning of door,window,floor and surface as required with all tool tackles and labour etc complete (with 3 year warranty) Sqm 79.00 Seventy Nine Rupees Only

46 14.64 Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied code 15489:2013 type 1 Class D,C (Glossy/semi glossy finish) of required shade (product such as Asian Apcolite Premium, Dulux Super Cover, Berger Easy clean, nippon breezee metex gold,Opus I-50/calista) inclusive of providing abro tape on edge and article and cleaning of door,window,floor and surface as required with all tool tackles and labour etc complete (with 3 year warranty) Sqm 79.00 Seventy Nine Rupees Only

47 14.71 Providing and applying Satin/matt finish enamel paint minimum 2 coats in all surface applied @0.75lit./10 sqm up to required finish as per relevant I.S. code 2932:2013 (product such as Asian satin enamel,Dulux promise premium enamel ,Nerolac synthatic enamel ) inclusive of providing abro tape on edge and article and cleaning of door,window,floor and surface as required with all tool tackles and labour etc complete Sqm 126.00 One Hundred Twenty Six Rupees Only

48 12.46 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m).

12.46.1 Granite stone grey sqm 1650 One Thousand Six Hundred Fifty Rupees Only

49 12.44 12.44 Extra for nosing in Granite stone for treads. rmt 111 One Hundred Elevan Rupees Only

49 11.32 Providing and making 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand) per cm width:

11.32.4 Drip course rmt 3 Three Rupees Only

50 10.41 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : rmt 58 Fifty Eight Rupees Only

51 18.1 Providing and fixing water closet squatting pas (indian type W.C. pan 100mm sand cast iron P or S trap 10 Litr low level P.V.C. flusing cistern (same color) conforming to is fitting and fixtures complete including cutting and making good the walls and floors wherever required

18.1.3 White long pattern W.C. pan of size 580 mm Nos. 2437.00 Two Thousand Four Hundred Thirty Seven Rupees Only

52 18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with allfittings and fixtures complete including cutting and making good the walls and floors wherever required :

18.4.1 White pedestal type EACH 2423.00 Two Thousand Four Hundred Thirty Three Rupees Only

53 18.13 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete:

18.13.1 Flat back half stall urinal of size 460x380x250mm each 1493.00 One Thousand Four Hundred Ninety Three Rupees Only

54 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 :

18.17.5 White Oval or round size 550x400mm. EACH 1349.00 One Thousand Three Hundred Fourty Nine Rupees Only

55 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.

18.76.1 75 mm dia pipe. M 153.00 One Hundred Fifty Three Rupees Only

56 18.76.2 110 mm dia pipe. RM 224.00 Two Hundred Twenty Four Rupees Only

57 18.76.3 150 mm dia pipe. RM 370.00 Three Hundred Seventy Rupees Only

58 18.77 Provindig and fixing on wall face UV stablized Unplasticised - PVC moulded fitting/accessories having 3.2 mm 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*

59 18.77.2 75mm EACH 95.00 Ninety Five Rupees Only

60 18.77.3 110mm EACH 129.00 One Hundred Twenty Nine Rupees Only

61 18.77.4 150mm EACH 230.00 Two Hundred Thirty Rupees Only

62 18.77.10 110 MM EACH 37.00 Thirty Seven Rupees Only

63 18.77.15 Nahani Trap 110x75mm EACH 76.00 Seventy Six Rupees Only

64 18.77.16 Multi floor trap 110 EACH 103.00 One Hundred Three Rupees Only

65 18.77.17 Plain reducing Tee 110x75mm EACH 108.00 One Hundred Eight Rupees Only

66 18.77.14 "P" trap 110mmx110mm long EACH 191.00 One Hundred Ninety One Rupees Only

67 18.77.7 Double "Y" with or without door 110 mm Each 188.00 One Hundred Eighty Eight Rupees Only

68 18.77.13 Access door cap 110 mm Each 50.00 Fifty Rupees Only

69 19.5 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.

70 19.5.2 20 mm nominal outer dia .Pipes. Rmt 148.00 One Hundred Fourty Eight Rupees Only

71 19.5.3 25 mm nominal outer dia. Pipes. Rm 189.00 One Hundred Eighty Nine Rupees Only

72 19.5.1 15 mm nominal outer dia .Pipes. RM 118.00 One Hundred Eighteen Rupees Only

73 19.17 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :

19.17.3 25 mm nominal bore EACH 382.00 Three Hundred Eighty Two Rupees Only

74 19.14 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:

19.14.3 Long body bib cock (500 grams) EACH 377.00 Three Hundred Seventy Seven Rupees Only

75 19.14.4 Piller Cock (400 grams) EACH 352.00 Three Hundred Fifty Two Rupees Only

76 19.14.5 Two way bib cock (800 grams) EACH 627.00 Six Hundred Twenty Seven Rupees Only

77 19.14.6 Stop cock (concaeld ) (500 grams) EACH 437.00 Four Hundred Thirty Seven Rupees Only

78 19.14.11 Hand shower set with flexible extension pipe EACH 667.00 Six Hundred Sixty Seven Rupees Only

79 19.14.7 Angle valve for basin mixer and geyser points (450 grams) EACH 338.00 Three Hundred Thirty Eight Rupees Only

80 19.15 Providing and fixing stainless steel drain jali of approved make/quality. EACH 45.00 Fourty Five Rupees Only

81 19.7 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete:

19.7.6 50 mm dia. nominal bore Meter 417 Four Hundred Seventeen Rupees Only

82 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 Ltr 6.00 Six Rupees Only

83 20.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design:

150 mm diameter S.W. Pipe MTR 386.00 Three Hundred Eighty Six Rupees Only

84 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 5936.00 Five Thousand Nine Hundred Thirty Six Rupees Only

85 20.28 Providing and constructing brick masonry chamber for underground pipe and and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :

20.28.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : nos 4334.00 Four Thousand Three Hundred Thirty Four Rupees Only

86 20.30 Providing and constructing brick work for extra depth beyond 45 cm of brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) with inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls:

20.30.3 for 600x850 mm size mtr 2942.00 Two Thousand Nine Hundred Fourty Two Rupees Only

87 20.31 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 1709.00 each 1513.00 One Thousand Five Hundred Thirteen Rupees Only

88 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) Point 1502 One Thousand Five Hundred Two Rupees Only

89 21.1 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.

21.1.4 All types of soil

150 mm dia. Meter 339 Three Hundred Thirty Nine Rupees Only

90 21.2 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

21.2.4 150 mm dia. Meter 371 Three Hundred Seventy One Rupees Only

91 Rocky strata including Boulders.

21.2.9 150 mm dia. 424 Four HundredTwenty Four Rupees Only

92 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 Meter 1304 One Thousand Three Hundred Four Rupees Only

93 21.12 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete

21.12.3 150 mm clamp. each 1055 One Thousand Fifty Five Rupees Only

94 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:

21.11.3 150 mm clamp. each 217 Two Hundred Seventeen Rupees Only

95 21.9 Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 1048.00 One Thousand Fourty Eighty Rupees Only

96 21.2.1.3 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 beyond 90 metre & upto 150 metre depth below ground level

150 mm Dia Rmt. 371.00 Three Hundred Seventy One Rupees Only

97 21.4.3 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 Engineerin-charge.

150 mm Dia Rmt. 546.00 Five Hundred Fourty Six Rupees Only

98 21.18 Providing and fixing filter of minimum 100 litre capacity for roof top rain water harvesting through tube well consisting of two layered HDPE tank with five layers (each layers of minimum 100 mm) consist of coarse sand, 4mm, 6mm, 8mm & 12 mm gravels with stainless steel wire mesh fixed between each layer with suitable length and sufficient numbers of 110 mm dia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2 metre length on each side, Cement Concrete plateform of required size complete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre)

Ltr. 18.50 Eighteen Rupees Fifty Paisa Only

99 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. Each 644.00 Six Hundred Fourty Four Rupees Only

100 23.3 Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as per specification.

23.3.4 3.0 HP, three phase Nos 20037.00 Twenty Thousand Thirty Seven Rupees Only

101 23.10 Supply, installation, testing and commissioning of 5-7.5 HP 3 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as per specification. a) Phase indicating lamps with fuses and toggle switches 1 set b) 5/7.5 HP 3 phase DOL starter with over load and no volt relay 1 No c) 32 A "C" curve TPMCB 1 No d) Voltmeter 0-500 V with selector switch 1 set e) Ammeter 0-10 A with CT's and selector switch 1 set.

Nos 3555.00 Three Thousand Five Hundred Fifty Five Rupees Only

102 23.14 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as per specification

23.14.3 3x4.0 sqmm m 80 Eighty Rupees Only

Work completed as prime Contractor (in the same name and style) on Civil Engineering Construction Works over the last five years

S.No. Project Name Name of Employer Description of work Value of contract in Lacs Contract No. Date of Issue of Work Order Stipulated Date of Completion Actual Date of Completion Remarks explaining reasons for Delay, if and the amount of deductions due to delay also metion if any clause or dispute is pending in any forum

TOTAL 0 0 0 0 0

Note: (i) Attach certificates from the Engineer in charge not below the rank of Executive Engineer or equivalent

Seal Sign of Department

On going work certificate

Name of Contractor : M/s Dwarika Prasad Bishambhar Dayal Pro. Manish Kumar Khetan, Unified ‘’D’’ Class Contractor (CgeR26629) Sakti Dist. Sakti (C.G.)

Division in which worked : CGHB Division Sakti

S. No. Project Name Description of work Contract No. & year Name & address of the Employeer Value of contract (Rs. In Lakh) Date of issue of Work Order Stipulated Date of Completion Stipulated Period of Completion in month Anticipated date of Completion Value of Work Done (In Lakh) Probable Value of works remaining to be completed (In Lakh) Anticipated months required for Completion of balance works Value of claims of dispute if any, pending

1 Construction work Repairing/Renovation work of Sub Registrar office Sakti Dist. Sakti C.G. 75/2025 Executive Engineer C.G. Housing Division Sakti 18.20 22-12-2025 21-03-2026 3 21-03-2026 0.00 18.20 3

Note - Attach certificates from the Engineer in charge not below the rank of Executive Engineer or equivalent

On going work certificate

Name of Contractor : ……………………………………………………..

S. No. Project Name Description of work Contract No. & year Name & address of the Employeer Value of contract (Rs. In Lakh) Date of issue of Work Order Stipulated Date of Completion Stipulated Period of Completion in month Anticipated date of Completion Value of Work Done (In Lakh) Probable Value of works remaining to be completed (In Lakh) Anticipated months required for Completion of balance works Value of claims of dispute if any, pending

Note - Attach certificates from the Engineer in charge not below the rank of Executive Engineer or equivalent

Seal with Sign of department