38 /G/TC/Kanker/Construction of Primari School at Adkachepda Dist. Kondagaon.

NIT SCHEDULE FOR CONSTRUCTION OF PRIMARI SCHOOL AT ADKACHEPDA DISTRICT KONDAGAON

SOR of Building Work for P.W.D. w.e.f. 01.01.2025 PAC Rs:- 17.36 Lacs

S.N Chapter No S.O.R. ITEM No. Sub item No. PARTICULARS QTY. UNIT RATE AMOUNT

1 1 1.2 0 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). 200.000 sqm 7.20 1440.00

2 1 1.1 1.1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soil 127.224 Cum 185.00 23536.00

3 1 1.6 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soils 30.600 Cum 26.50 811.00

4 1 1.17 0 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. 114.502 Cum 65.00 7443.00

5 1 1.18 0 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. 185.119 Cum 371.00 68679.00

6 3 3.1 3.1.3 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 40mm nominal size). 21.453 Cum 2970.00 63715.00

7 3 3.2 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). 24.615 Cum 4163.00 102473.00

8 3 3.4 0 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: 32.048 Cum 4260.50 136541.00

9 3 3.12 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 6232.937 Kg 54.50 339695.00

10 2 2.1 , 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. 124.160 Sqm 139.00 17258.00

11 2 2.1 2.1.8 Beams, lintels, cantilevers & walls 119.520 Sqm 202.00 24143.00

12 2 2.1 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 83.700 Sqm 297.00 24859.00

13 2 2.1 2.1.13 Weather shade, chhajja, Cornices and mouldings 20.160 sqm 294.00 5927.00

14 2 2.1 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 139.040 sqm 235.00 32674.00

15 7 7.5 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) 7.464 Cum 3263.00 24355.00

16 7 7.6 0 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 39.602 Cum 3384.00 134013.00

17 9 9.16 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 screwsor with fixing clips or with bolts and nuts as required including fixing ofnecessary butt hinges and screws and applying a priming coat of approved steel primer. Angle-iron frames 488.600 kg 73.50 35912.00

18 9 9.15 0 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. 703.800 Kg 67.50 47507.00

19 9 9.13 0 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. 1097.520 Kg 75.00 82314.00

20 11 11.2 11.2.4 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) 298.430 Sqm 91.50 27306.00

21 11 11.3 11.3.4 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) 130.010 Sqm 107.00 13911.00

22 11 11.5 0 Neat Cement punning. 20.160 Sqm 33.00 665.00

23 12 12.79 12.79.1 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS : 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below(+/-10 mm) 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 600x600 mm thickness 9 to 10 mm 217.160 sqm 1082.00 234967.00

24 14 14.57 0 Providing and applying 2mm thick white cement based Acrylic grade putty with minimum 3 coats applied @ 4.0 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Asian trucare, Berger Happy walls Putty Birla Opus One pro smooth) to make the surface smooth and even with all tools tackles and labour etc. complete for the work . (This Item to be use in heigher grade painting works Item No. 14.65) 428.440 sqm 95.00 40702.00

25 14 14.64 14.49.1 Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied @ 0.75 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and 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 edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(with 3 year Warranty) On new work ( two or more coats) 298.430 Sqm 84.00 25068.00

26 14 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 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, Berger Weathercoat Antidust, Nerolac Everlas Excel, Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(With 3Year Warranty.) 130.010 Sqm 84.00 10921.00

27 14 14.22 14.22.1 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint 154.725 Sqm 55.00 8510.00

28 3 3.16 0 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. 58.320 sqm 273.00 15921.00

29 12 12.7 12.7.2 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 above 200x300mm 78.200 sqm 646.00 50517.00

30 19 19.4 19.4.1 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 testing of joints complete as per direction of Engineer in Charge. 15 mm nominal outer dia .Pipes. 35.000 metre 110.00 3850.00

31 19 19.4 19.4.2 20 mm nominal outer dia .Pipes. 25.000 metre 151.00 3775.00

32 19 19.6 19.6.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. EXTERNAL WORK 15 mm nominal outer dia pipes 15.000 metre 91.50 1373.00

33 19 19.6 19.6.2 20 mm nominal outer dia pipes 15.000 metre 121.00 1815.00

34 19 19.6 19.6.3 25 mm nominal outer dia pipes 15.000 metre 165.00 2475.00

35 19 19.13 19.13.2 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: Bib cock (350 grams) 10.000 each 237.00 2370.00

37 19 19.16 19.16.1 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end): 25 mm nominal bore 4.000 each 436.00 1744.00

38 19 19.14 19.14.2 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: Long nose bib cock (500 grams) 4.000 each 455.00 1820.00

39 19 19.42 0 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 500.000 litre 7.30 3650.00

40 9 9.11 0 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. 5.040 sqm 3330.00 16783.00

41 21 21.17 0 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

42 21 21.2 21.2.1 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. All types of soil 150 mm dia. 40.000 metre 371.00 14840.00

43 21 21.2 21.2.2 21.2.2.3 Rocky strata including Boulders. 150 mm dia. 40.000 metre 424.00 16960.00

44 21 21.5 21.5.3 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. 150 mm nominal dia 45.000 metre 1304.00 58680.00

45 21 21.11 21.11.3 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150mm dia 1.000 each 217.00 217.00

G. Total Rs:- 1736007.00

DETAILED ESTIMATE FOR CONSTRUCTION OF PRIMARI SCHOOL BLOCK COLONY AT KONDAGAON DIST KONDAGAON

S.No Sor Item No. Discription of Item No. B. H/D Qty Unit RATE AMOUNT

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. 0.00

1.1.1 In all types of soil 0.00

For Columns 0.00

BELOW GROUND BEAM 1 8.00 0.30 0.30 0.72 0.00

3 1.6 Extra for every additional lift of 1.5 m or part thereof. 0.00

1.6.1 All types of soils 0.00

4 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. 0.00

Qty same as excavation- As per Qty of item 1 90% 114.50 Cum 65 7443.00

5 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. 0.00

Ground floor Under rooms 0.00

col. Excavation 127.22 Cum 0.00

deduction base -21.45 0.00

footing -0.82 0.00

tepper -0.51 0.00

col. Up to G.L. -4.48 0.00

6 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 0.00

3.1.3 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 40mm nominal size). 0.00

For Columns 0.00

BELOW GROUND BEAM 1 8.00 0.30 0.10 0.24 0.00

7 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. 0.00

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 0.00

Upto P.L. Column footing 0.00

rectangular portion 0.00

Column footing trapezoidal portion 0.00

GROUND BEAM 0.00

BELOW GROUND BEAM 1 8.00 0.20 0.40 0.64 0.00

Column upto G.L. 0.00

Column upto P.L. 0.00

8 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: 0.00

Column upto LINTAL. 0.00

Column upto SLAB. 0.00

Column upto FALUSE COUMN. 0.00

LINTAL BEAM OVER DOOR 4 2.00 0.20 0.20 0.32 0.00

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: 0.00

3.12.1 Thermo-Mechanically treated bars FE 415 Cum @110kg/Cum of Qty of R.C.C 6232.937 Kg 54.5 339695.00

10 2.1 , Providing and fixing form work including centring, shuttering, strutting staging, propping bracing etc. complete and including its removal at all levels, for: 0.00

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. 0.00

Ground/ Plinth Beam 0.00

rectangular portion 0.00

Column upto G.L. 0.00

Column upto P.L. 0.00

GROUND BEAM 1X2 8.00 0.40 6.40 0.00

2.1.8 Beams, lintels, cantilevers & walls 0.00

LINTAL.BEAM 0.00 0.00

LINTAL BEAM OVER DOOR 4X2 2.00 0.20 3.20 0.00

GROUND BEAM 1X2 8.00 0.40 6.40 0.00

2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 0.00

Column upto LINTAL. 0.00

Column upto SLAB. 0.00

Column upto FALUSE COUMN. 0.00

2.1.13 Weather shade, chhajja, Cornices and mouldings 0.00

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 0.00

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: 0.00

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 0.00

BELOW plinth 0.00

12 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: 0.00

UP TO LINTAL 0.00

UP TO LINTAL TO SALB 0.00

13 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 screwsor with fixing clips or with bolts and nuts as required including fixing ofnecessary butt hinges and screws and applying a priming coat of approved steel primer. 0.00

9.16.2 Angle-iron frames 0.00

Ventilators v1 16X2 0.60 19.20 0.00

14 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. 0.00

15 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. 0.00

16 11.2/P-108 12mm thick cement plaster of mix: 0.00

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 0.00

17 11.3/P-108 15mm thick cement plaster on the rough side of single or half brick wall of mix: 0.00

11.3.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 0.00

18 11.5 Neat Cement punning. 0.00

ABOVE CHAJJA 16 2.10 0.60 20.16 0.00

19 12.79 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS : 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below(+/-10 mm) 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. 0.00

12.79.1 Size 600x600 mm thickness 9 to 10 mm 0.00

20 14.57 Providing and applying 2mm thick white cement based Acrylic grade putty with minimum 3 coats applied @ 4.0 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Asian trucare, Berger Happy walls Putty Birla Opus One pro smooth) to make the surface smooth and even with all tools tackles and labour etc. complete for the work . (This Item to be use in heigher grade painting works Item No. 14.65) 0.00

qty same as of 15mm plaster vide 130.01 0.00

qty same as of 12mm plaster vide 298.43 0.00

21 14.64 Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied @ 0.75 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and 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 edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(with 3 year Warranty) 0.00

14.49.1 On new work ( two or more coats) 0.00

qty same as of 12mm plaster vide 298.43 0.00

22 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 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, Berger Weathercoat Antidust, Nerolac Everlas Excel, Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(With 3Year Warranty.) 0.00

qty same as of 15mm plaster vide 130.01 0.00

23 14.22 Painting on new work (two or more coats) to give an even shade with: 0.00

14.22.1 Satin synthetic enamel paint sqm 0.00

Ventilator 16 0.30 0.45 0.81 0.00

24 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. 0.00

25 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.

12.7.2 Size above 200x300mm

FRONT WALL TILES WALL TYPE PATTERN 1 17.00 4.6 78.2

26 19.4 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 testing of joints complete as per direction of Engineer in Charge. 0.00

19.4.1 15 mm nominal outer dia .Pipes. 1 25.00 35.00 metre 110 3850.00

19.4.2 20 mm nominal outer dia .Pipes. 1 25.00 25.00 metre 151 3775.00

27 19.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. EXTERNAL WORK 0.00

19.6.1 15 mm nominal outer dia pipes 15 15.00 metre 91.50 1373.00

19.6.2 20 mm nominal outer dia pipes 15 15.00 metre 121.00 1815.00

19.6.3 25 mm nominal outer dia pipes 15 15.00 metre 165.00 2475.00

28 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: 0.00

19.13.3 Stop cock (350 grams) 10 10.00 each 237 2370.00

29 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end): 0.00

19.16.1 25 mm nominal bore 4 4.00 each 436 1744.00

30 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: 0.00

19.14.2 Long nose bib cock (500 grams) 4 4.00 each 455 1820.00

31 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 1 500.00 500.00 ltr 7.3 3650.00

32 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.

Total 1643808.20

DETAILED ESTIMATE FOR CONSTRUCTION OF PRIMARI SCHOOL BLOCK COLONY AT KONDAGAON DIST KONDAGAON

S.No Sor Item No. Discription of Item No. B. H/D Qty Unit RATE AMOUNT

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. 0.00

1.1.1 In all types of soil 0.00

For Columns 0.00

BELOW GROUND BEAM 1 8.00 0.30 0.30 0.72 0.00

3 1.6 Extra for every additional lift of 1.5 m or part thereof. 0.00

1.6.1 All types of soils 0.00

4 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. 0.00

Qty same as excavation- As per Qty of item 1 90% 114.50 Cum 65 7443.00

5 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. 0.00

Ground floor Under rooms 0.00

col. Excavation 127.22 Cum 0.00

deduction base -21.45 0.00

footing -0.82 0.00

tepper -0.51 0.00

col. Up to G.L. -4.48 0.00

6 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 0.00

3.1.3 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 40mm nominal size). 0.00

For Columns 0.00

BELOW GROUND BEAM 1 8.00 0.30 0.10 0.24 0.00

7 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. 0.00

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 0.00

Upto P.L. Column footing 0.00

rectangular portion 0.00

Column footing trapezoidal portion 0.00

GROUND BEAM 0.00

BELOW GROUND BEAM 1 8.00 0.20 0.40 0.64 0.00

Column upto G.L. 0.00

Column upto P.L. 0.00

8 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: 0.00

Column upto LINTAL. 0.00

Column upto SLAB. 0.00

Column upto FALUSE COUMN. 0.00

LINTAL BEAM OVER DOOR 4 2.00 0.20 0.20 0.32 0.00

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: 0.00

3.12.1 Thermo-Mechanically treated bars FE 415 Cum @110kg/Cum of Qty of R.C.C 6232.937 Kg 54.5 339695.00

10 2.1 , Providing and fixing form work including centring, shuttering, strutting staging, propping bracing etc. complete and including its removal at all levels, for: 0.00

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. 0.00

Ground/ Plinth Beam 0.00

rectangular portion 0.00

Column upto G.L. 0.00

Column upto P.L. 0.00

GROUND BEAM 1X2 8.00 0.40 6.40 0.00

2.1.8 Beams, lintels, cantilevers & walls 0.00

LINTAL.BEAM 0.00 0.00

LINTAL BEAM OVER DOOR 4X2 2.00 0.20 3.20 0.00

GROUND BEAM 1X2 8.00 0.40 6.40 0.00

2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 0.00

Column upto LINTAL. 0.00

Column upto SLAB. 0.00

Column upto FALUSE COUMN. 0.00

2.1.13 Weather shade, chhajja, Cornices and mouldings 0.00

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 0.00

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: 0.00

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 0.00

BELOW plinth 0.00

12 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: 0.00

UP TO LINTAL 0.00

UP TO LINTAL TO SALB 0.00

13 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 screwsor with fixing clips or with bolts and nuts as required including fixing ofnecessary butt hinges and screws and applying a priming coat of approved steel primer. 0.00

9.16.2 Angle-iron frames 0.00

Ventilators v1 16X2 0.60 19.20 0.00

14 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. 0.00

15 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. 0.00

16 11.2/P-108 12mm thick cement plaster of mix: 0.00

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 0.00

17 11.3/P-108 15mm thick cement plaster on the rough side of single or half brick wall of mix: 0.00

11.3.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 0.00

18 11.5 Neat Cement punning. 0.00

ABOVE CHAJJA 16 2.10 0.60 20.16 0.00

19 12.79 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS : 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below(+/-10 mm) 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. 0.00

12.79.1 Size 600x600 mm thickness 9 to 10 mm 0.00

20 14.57 Providing and applying 2mm thick white cement based Acrylic grade putty with minimum 3 coats applied @ 4.0 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Asian trucare, Berger Happy walls Putty Birla Opus One pro smooth) to make the surface smooth and even with all tools tackles and labour etc. complete for the work . (This Item to be use in heigher grade painting works Item No. 14.65) 0.00

qty same as of 15mm plaster vide 130.01 0.00

qty same as of 12mm plaster vide 298.43 0.00

21 14.64 Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied @ 0.75 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and 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 edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(with 3 year Warranty) 0.00

14.49.1 On new work ( two or more coats) 0.00

qty same as of 12mm plaster vide 298.43 0.00

22 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 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, Berger Weathercoat Antidust, Nerolac Everlas Excel, Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(With 3Year Warranty.) 0.00

qty same as of 15mm plaster vide 130.01 0.00

23 14.22 Painting on new work (two or more coats) to give an even shade with: 0.00

14.22.1 Satin synthetic enamel paint sqm 0.00

Ventilator 16 0.30 0.45 0.81 0.00

24 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. 0.00

25 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete. 0.00

12.7.2 Size above 200x300mm 0.00

FRONT WALL TILES WALL TYPE PATTERN 1 17.00 4.6 78.2 0.00

26 19.4 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 testing of joints complete as per direction of Engineer in Charge. 0.00

19.4.1 15 mm nominal outer dia .Pipes. 1 25.00 35.00 metre 110 3850.00

19.4.2 20 mm nominal outer dia .Pipes. 1 25.00 25.00 metre 151 3775.00

27 19.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. EXTERNAL WORK 0.00

19.6.1 15 mm nominal outer dia pipes 15 15.00 metre 91.50 1373.00

19.6.2 20 mm nominal outer dia pipes 15 15.00 metre 121.00 1815.00

19.6.3 25 mm nominal outer dia pipes 15 15.00 metre 165.00 2475.00

28 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: 0.00

19.13.3 Stop cock (350 grams) 10 10.00 each 237 2370.00

29 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end): 0.00

19.16.1 25 mm nominal bore 4 4.00 each 436 1744.00

30 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: 0.00

19.14.2 Long nose bib cock (500 grams) 4 4.00 each 455 1820.00

31 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 1 500.00 500.00 ltr 7.3 3650.00

32 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. 0.00

Total 1643808.00

general abstract

S.No. DETAILS OF WORK AMOUNT Rs.(Lacs)

1 PRIMARY SCHOOL BUILDING COST 1643808.00

Total Rs:- 1643808.00

Add 12% Electrification work charge 197257.00

2 BOREWELL 92199.00

Sumbersible pump, Panel board & Startar i/c All Fittings (Lum-Sum) 30000.00

Total Rs:- 1963264.00

Say Rs:- 19.63 Lacs 1.37

DETAILED ESTIMATE FOR CONSTRUCTION OF TUBEWELL

S.No. S.O.R. Item No. PARTICULARS NO L B 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) 1 1 point 1502.00 1502.00

2 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.

21.2.1 All types of soil

21.2.2 Rocky strata including Boulders.

3 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.

4 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:

DETAILED ESTIMATE FOR CONSTRUCTION OF TUBEWELL

S.No. S.O.R. Item No. PARTICULARS NO L B 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) 1 1 point 1502.00 1502.00

2 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.

21.2.1 All types of soil

21.2.2 Rocky strata including Boulders.

3 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.

4 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:

NIT SCHEDULE FOR CONSTRUCTION OF PRIMARI SCHOOL AT PALA DISTRICT KONDAGAON

SOR of Building Work for P.W.D. w.e.f. 01.01.2025 PAC Rs:- 19.63 Lacs

S.N Chapter No S.O.R. ITEM No. Sub item No. PARTICULARS QTY. UNIT RATE AMOUNT

1 1 1.2 0 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). 200.000 sqm 7.20 1440.00

2 1 1.1 1.1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soil 127.224 Cum 185.00 23536.00

3 1 1.6 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soils 30.600 Cum 26.50 811.00

4 1 1.17 0 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. 114.502 Cum 65.00 7443.00

5 1 1.18 0 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. 185.119 Cum 371.00 68679.00

6 3 3.1 3.1.3 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 40mm nominal size). 21.453 Cum 2970.00 63715.00

7 3 3.2 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). 24.615 Cum 4163.00 102473.00

8 3 3.4 0 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: 32.048 Cum 4260.50 136541.00

9 3 3.12 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 6232.937 Kg 54.50 339695.00

10 2 2.1 , 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. 124.160 Sqm 139.00 17258.00

11 2 2.1 2.1.8 Beams, lintels, cantilevers & walls 119.520 Sqm 202.00 24143.00

12 2 2.1 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 83.700 Sqm 297.00 24859.00

13 2 2.1 2.1.13 Weather shade, chhajja, Cornices and mouldings 20.160 sqm 294.00 5927.00

14 2 2.1 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 139.040 sqm 235.00 32674.00

15 7 7.5 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) 7.464 Cum 3263.00 24355.00

16 7 7.6 0 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 39.602 Cum 3384.00 134013.00

17 9 9.16 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 screwsor with fixing clips or with bolts and nuts as required including fixing ofnecessary butt hinges and screws and applying a priming coat of approved steel primer. Angle-iron frames 488.600 kg 73.50 35912.00

18 9 9.15 0 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. 703.800 Kg 67.50 47507.00

19 9 9.13 0 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. 1097.520 Kg 75.00 82314.00

20 11 11.2 11.2.4 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) 298.430 Sqm 91.50 27306.00

21 11 11.3 11.3.4 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) 130.010 Sqm 107.00 13911.00

22 11 11.5 0 Neat Cement punning. 20.160 Sqm 33.00 665.00

23 12 12.79 12.79.1 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS : 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below(+/-10 mm) 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 600x600 mm thickness 9 to 10 mm 217.160 sqm 1082.00 234967.00

24 14 14.57 0 Providing and applying 2mm thick white cement based Acrylic grade putty with minimum 3 coats applied @ 4.0 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Asian trucare, Berger Happy walls Putty Birla Opus One pro smooth) to make the surface smooth and even with all tools tackles and labour etc. complete for the work . (This Item to be use in heigher grade painting works Item No. 14.65) 428.440 sqm 95.00 40702.00

25 14 14.64 14.49.1 Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied @ 0.75 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and 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 edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(with 3 year Warranty) On new work ( two or more coats) 298.430 Sqm 84.00 25068.00

26 14 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 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, Berger Weathercoat Antidust, Nerolac Everlas Excel, Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(With 3Year Warranty.) 130.010 Sqm 84.00 10921.00

27 14 14.22 14.22.1 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint 154.725 Sqm 55.00 8510.00

28 3 3.16 0 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. 58.320 sqm 273.00 15921.00

29 12 12.7 12.7.2 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 above 200x300mm 78.200 sqm 646.00 50517.00

30 19 19.4 19.4.1 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 testing of joints complete as per direction of Engineer in Charge. 15 mm nominal outer dia .Pipes. 35.000 metre 110.00 3850.00

31 19 19.4 19.4.2 20 mm nominal outer dia .Pipes. 25.000 metre 151.00 3775.00

32 19 19.6 19.6.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. EXTERNAL WORK 15 mm nominal outer dia pipes 15.000 metre 91.50 1373.00

33 19 19.6 19.6.2 20 mm nominal outer dia pipes 15.000 metre 121.00 1815.00

34 19 19.6 19.6.3 25 mm nominal outer dia pipes 15.000 metre 165.00 2475.00

35 19 19.13 19.13.2 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: Bib cock (350 grams) 10.000 each 237.00 2370.00

37 19 19.16 19.16.1 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end): 25 mm nominal bore 4.000 each 436.00 1744.00

38 19 19.14 19.14.2 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: Long nose bib cock (500 grams) 4.000 each 455.00 1820.00

39 19 19.42 0 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 500.000 litre 7.30 3650.00

40 9 9.11 0 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. 5.040 sqm 3330.00 16783.00

Total RS (A) 1643808.00

41 21 21.17 0 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

42 21 21.2 21.2.1 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. All types of soil 150 mm dia. 40.000 metre 371.00 14840.00

43 21 21.2 21.2.2 21.2.2.3 Rocky strata including Boulders. 150 mm dia. 40.000 metre 424.00 16960.00

44 21 21.5 21.5.3 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. 150 mm nominal dia 45.000 metre 1304.00 58680.00

45 21 21.11 21.11.3 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150mm dia 1.000 each 217.00 217.00

Total RS (B) 92199.00

Total RS (A)+(B) 1736007.00

TOTAL (A) Rs: 1643808.00 x 12% Electrification work charge 197257.00

Sumbersible pump, Panel board & Startar i/c All Fittings (Lum-Sum) Lum-Sum 30000.00

G. Total Rs:- 1963264.00