CONSTRUCTION OF GOVT. AYUSH CLINIC AT VILLAGE KATHA DISTT. BHIND (M.P.)

DETAILED ESTIMATE FOR CONSTRUCTION OF AYUSH DISPENSORY

Part A Sub Structure (Up to Plinth)

S. No. Item No. Sub Item No. Item Name Particular of item Measurments Quantity Unit Rate Amount

No. No. L B H/D

1 Surface dressing Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil.

TOTAL 2.25 100Sqm 803

2 Excavation soil Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

3 4.1 C.C. upto plinth level Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :

4.1.2 With 40 mm metal With 40mm nominal size graded stone aggregate.

4.1.2.2 M 10 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate)

TOTAL Cum 3808 12612.096

4 Centering and Shuttering Centering and shuttering in cluding strutting, propping etc. and removal of form for:

5.9.1 Upto plinth Foundations, footings, bases of columns, etc. for concrete upto plinth level

5 5.9.2 Walls Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc.

TOTAL 88.3 Sqm 219

6 5.9.6 Columns Columns, P i l l a r s , Piers, Abutments, Posts and Struts.

7 5.1 RCC upto plinth Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.1.1 M - 20 M-20 Grade Concrete

8 Reinforcement Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)

5.16.6 TMT/TMX Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786

9 2.24 Filling available excavated earth Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

10 Under floor filling Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete

2.27.1 Hard muram hard copra With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)

11 2.26 Under floor filling stone dust Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm.

12 2.32 Preconstruct ion antitermite treatment Preconstruction antitermite treatment to the building under construction by providing.

Stage 1: Treating the bottom and the sides (upto 30 cm height of the excavated trench @ 5 liters per sqm of the surface area. Stage 2: After masonry/RCC work, the backfill in the immediate contact with the foundation structure treatment @ 7.5 liters per sqm. Of the vertical surface of the substructure for each side. Stage 3: surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @ 5.0 litres/Sqm. Stage 4: Pumping the emulsion in plinth masonry on filling side at floor junction @ 7.5 litres/Sqm. Stage 5: Pumping the emulsion from outer side of the plinth below ground around the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion. (1Chlorpyrifos: 19 water) with five years service guarantee (Measurements to be taken for plinth area) Note – Treatment should start when foundation trenches and pits are ready to take bed concrete or leveling course in foundations. Lying of bed concrete should start when the chemical emulsion has been absorbed by the soil and the surface is reasonably dry. Treatment should not be carried out when it is

13 5.1 RCC upto plinth Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

Part B Super Structure (Groud Floor & Mumpty)

1 5.9.6 Columns Columns, P i l l a r s , Piers, Abutments, Posts and Struts.

7 5.9.3 Suspended floors, roofs etc Suspended floors, roofs, landings, balconies and access platform.

8 5.9.5 Lintels, Beams and Centilevers Lintels, beams, girders, bressumers and cantilevers

2 5.9.19 Weather shade and chajjas Weather shade, Chajjas, corbels etc., including Edges.

3 5.9.7 Staircase Stairs, (excluding landings) except spiral- Staircases.

4 RCC in walls, columns, pillars etc Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement:

5.2.1 M - 20 M-20 Grade Concrete

20 RCC in Beams, Floors, Staircases etc Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade.

5.3.1 M - 20 M-20 Grade Concrete

5 Reinforcement Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)

5.16.6 TMT/TMX Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786

6 Brick work fly ash bricks in super structure Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in :

6.7.3 50 kg / cm2 Having 50 kg / cm2 average compressive strength.

6.7.3.2 CM 1:6 Cement mortar 1:6 (1 cement : 6 sand)

7 Half brick masonry fly ash lime bricks Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS: 12894, in super structure above plinth and upto floor two level.

6.15.3 50 kg / cm2 Having 50 kg / cm2 average compressive strength.

6.15.3.2 CM 1:6 Cement mortar 1:6 (1 cement : 6 sand)

Total 44.46 Sqm 459

8 Vitrified floor tiles nano polished skirting Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, quality/ premium quality in flooring laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete

11.78.1 Light shade In light shade glossy/ rustic /stain finished

11.78.1.1 600X600 Size 600X600 mm thickness 9-10 mm

Total 56.78 Sqm 1104

9 Vitrified floor tiles multi charged tiles in skirting Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete

11.77.1 Plain ivory Plain ivory light shade Size 600X600mm thickness 9-10mm

Total 7.63 Sqm 940

10 Ceramic glazed floor tiles Providing and laying Ceramic glazed floor tiles 300x300 mm or more (having thickness 6 to 7mm) of 1st quality conforming to IS : 15622 of approved make in any colours and shade laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete.

11 Ceramic glazed Wall tiles Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete.

12 Antiskid floor tiles (heavy duty) Providing and laying Antiskid floor tiles of any sizes, 12 mm thickness with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 sand) including grouting the joints with white cement with matching pigments etc., complete.

Entrance Total 10 Sqm 880

13 Steel work in built up tubular trusses/frame Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washersetc. complete.

10.14.1 Hot finished welded tubes Hot finished welded type tubes

Total 200 Kg 117

14 Welded built up steel sections Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

10.22.1 Stair cases In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete.

15 Stainless steel railing Providing and fixing stainless steel (Grade 304) railing made of Hollowtubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer- in-charge. (For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

Total 15 Kg 582

16 6 mm cement plaster 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand)

Total 118.77 Sqm 144

17 12 mm cement plaster 12 mm cement plaster of mix :

13.1.2 1:6 (1 cement : 6 sand)

18 15 mm cement plaster 15 mm cement plaster on the rough side of single or half brick wall of mix

13.2.2 1:6 (1 cement : 6 sand)

19 20 mm cement plaster 20 mm cement plaster

13.3.2 1:6 (1 cement : 6 sand)

20 10.12 Pressed steel door frames Providing and fixing pressed steel door frames made of 1.6 mm thick steel profile conforming to IS: 4351 manufactured from commercial mild steel sheet including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60 mm pressed mild steel welded or rigidly fixed together by mechanical means, including 2.5mm thick M.S. pressed butt hinges, with mortar guards, lock strike-plate and shock absorbers as specified filling the frame with Cement Concrete 1:3:6 at site before fixing (cost of concrete to be paid separately) fixing with adjustable lugs (200 mm long & 1.0 mm thick) and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in- charge:

10.12.2 Profile C size 100mmx50mm single rebate Profile C of 1.60mm thick single rebate of size 100mmx50mm

10.12.2.1 Fixing with adjustable lugs Fixing with adjustable lugs with split end tail to each jamb.

21 Flush door shutters non- decorative type 1st class hard wood and well matched teak 3 ply Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

9.19.1 35 mm butt hinges 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

Total 8.4 Sqm 1564

22 Collapsible steelshutters Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. Rate includes recess cutting in floor and making good the same wherever required.

23 0.999 UPVC white colour sliding glazed window Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm).

9.197.3 Three track three panels sliding window with fly proof SS wire mesh Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size).

24 9.158.1 UPVC door frame wall thickness 2.0mm Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frame reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge:

Extruded section Profile size 48x40 mm.

Total 12.2 Rmt 203

25 9.200.1 Factory made integral PVC flush door shutter Providing and fixing factory made integral PVC flush door shutter made from rigid PVC foam sheet (Single Extruded) with density not less than 600 kg/cum, conforming to IS: 2380 part 14 for screw holding strength with Celluka finish surfaces on both sides at the manufacturing process itself, manufactured by an ISO : 9001 -2000 certified company.

24 to 25 mm thick plain solid PVC flush door shutter

26 9.65.1 S.S. sliding door Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete:

27 9.68.1 S.S. door latches Providing and fixing ISI marked stainless steel door latches with screws etc. complete :

300x20x6 mm 10 20 Each 211

28 9.69.1 S.S. handles Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete :

125 mm 10 52 Each 60

29 9.66.1 S.S. tower bolt Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete

250x10 mm 5 30 Each 148

30 Stainless steel hanging type Door Stopper Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete.

300x20x6 mm 5 30 Each 103

31 9.43.1 M.S. grills and windows Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete

32 10.27.1 Glass panes/ steel sheet/ fibre sheet Providing and fixing glass panes/ steel sheet/ fibre sheet with putty and glazing clips in steel doors, windows, clerestory windows all complete.

With 5.50 mm thick glass panes

Total 14.25 Sqm 873

33 10.27.1 Extra for fixing froasted glass instead of float glass Add extra for providing and fixing froasted glass instead of float glass.

With 5.50 mm thick glass panes

Total 14.25 Sqm 262

34 White cement based putty Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of APD/Chief Engineer will be required.

Total Qty 6 MM Plaster+12 MM Plaster +15 MM Plaster+20 MM Plaster Sqm 74

35 Deluxe multi surface paint Finishing walls by any mechanical or manual means with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :

13.54.3 Two or more coats applied on walls @ 1.25 ltr/10 sqm. Over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm.

Total Qty 6 MM Plaster+12 MM Plaster +15 MM Plaster+20 MM Plaster Sqm 81 58162.86000000001

36 Synthetic enamel paint on new work Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

37 Indian ethnic art painting Indian ethnic art painting such as tribal Art Pithora or warli/Gond or Bhil Painting on any wall surface ( interior or exterior) by using textured/smooth exterior/interior paint of approved brand or Manufacturer including preparation of surface and cost of all material labour and scaffolding etc. complete as per direction of Engineer-in-charge.

Say 50 Sqm 1988

38 Roof grading Grading roof for receiving water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size)

22.6 Water proofing treatment Fibre glass cloth and cement slurry Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around.

Part C Sanitory & Water Supply

1 Unplasticised rigid PVC pipes Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

12.32.2 110mm 110 mm diameter (minimum wall thickness 2.2mm) 30 Meter 238

2 Unplasticised - UPVC fittings Providing and fixing on wall face Unplasticised - UPVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

12.33.5 Bend Bend 87.5°

12.33.5.2 110mm 110 mm bend (minimum wall thickness 2.2mm) 10 Each 112

3 17.1 W.C. Indian type with flushing cistern Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or Strap, UPVC P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures completeincluding cutting and making good thewalls and floors wherever required :

17.1.1 Size 580x440mm White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. 1 Each 2995

4 W.C. European type china flushing cistern C.P. flush bend Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

17.3.1 White plastic seat cover and lid W.C. pan with ISI marked white solid plastic seat and lid. 2 Each 4613

5 Urinal flat back half stall urinal with automatic flushing cistern Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required

17.7.1 Single half stall urinal Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. 1 Each 5567

6 Wash basin Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :

17.11.10 Oval shap single pillar cock (china clay) Oval shape wash basin over counter /under counter with 15 mm C.P brass pillar tap (Counter to be paidsepratly). 2 Each 7153

7 Kitchen sink (stainless Steel) Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :

17.14.1 With drain board Kitchen sink with drain board

17.14.1.1 Depth 250mm 510x1040 mm bowl depth 250mm. 0 Each 8074

8 18.31 C.P. brass bib cock 15 mm dia Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931, 15 mm nominal bore. 1 Each 458

9 C.P. brass long nose bib cock Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gm, 15 mm nominal bore. 1 Each 526

10 C.P. brass stop cock concealed Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore. 1 Each 778

11 18.35 C.P. brass angle valve for basin Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore 2 Each 516

12 C.P. brass pillar cock Providing and fixing C.P. brass pillar cock approved quality and make conforming to IS: specification. 15 mm nominal bore 125 mm long foam flow. 2 Each 829

13 C.P. brass shower rose Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

18.43.2 150 mmdia 150 mm diameter 0 Each 155

14 17.67 Mirror (open edges) Providing and fixing bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 1 Sq.Meter 2440

15 Waste coupling CP brass Providing and fixing CP brass waste coupling of approved quality and make for sink and wash basin.

17.71.2 38 mm dia Waste coupling 38mm of 83mm length and 77mm breadth 2 Each 348

16 Bottle trap CP brass Providing and fixing CP brass bottle trap of approved quality and make for sink and wash basin. 2 Each 853

17 Towel rail CP brass Providing and fixing CP brass towel rail of approved quality and make

18 Soap container C.P. brass Providing and fixing C.P. brass soap container 109 mm wide, 125 high and 112 mm distance from wall of standard shape with bracket of the same material with all fittings etc. of approved quality and conforming toIS: specification. 2 Each 1175

19 17.58 Unplasticised rigid PVC soil and waste pipes Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm)

17.58.2 110 mm dia 110 mm diameter 10 Meter 238

20 Unplasticised PVC pipe fittings Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

17.59.1 Coupler Coupler

17.59.2 Pushfit Coupler Pushfit Coupler

110 mm 110 mm 4 Each 195

17.59.3 T with door Single tee with door

17.59.4 T without door Single tee without door

17.59.5 Bend Bend 87.50

17.59.2 110 mm 110 mm bend 4 Each 172

21 Unplasticised - PVC pipe clips Providing and fixing Unplasticised - PVC pipe clips of approved design to Unplasticised - PVC soil and waste pipes by means of bombay nail of required length including and making good the wall etc. complete.

22 17.65 Sand cast Iron grating for gully trap. Providing and fixing 100 mm sand cast Iron grating for gully trap. 4 Each 43

23 UPVC trap of self cleaning design Providing and fixing UPVC trap ofself cleaning design complete. Including cost of cutting and making good the wall and floors. 100 mm inlet and 75 mm outlet 3 Each 517

24 Grating C.P. brass Providing and fixing C.P. brass grating of approved quality and make conforming to IS: specification

17.78.1 100 mm dia 100 mm dia 3 Each 74

25 18.6 CPVC pipes internal work Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer- in-Charge.

18.6.2 Concealed Concealed work including cutting chases and making good the walls etc.

18.6.2.1 15 mm 15 mm nominal outer dia .Pipes. 10 Meter 207

18.6.1 Exposed on Wall Internal work - Exposed on Wall

18.6.1.4 32 mm 32 mm nominal outer dia .Pipes. 3 Meter 254

18.6.1.5 40 mm 40 mm nominal outer dia .Pipes. 3 Meter 354

26 18.17 Uplasticised PVC connection Providing and fixing uplasticised PVC connection pipe with brass unions :

18.17.2 45 cm length 45 cm length

18.17.2.1 15 mm dia 15 mm nominal bore 15 Each 149

27 Polyethylene water storage tank 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 overflowpipes but without fittings and the base support for tank 1000 per litre 7

28 19.9 Rectangular manhole Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stoneaggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design

19.9.1 90X80 cm 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 notless than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

19.9.1.1 Well burnt bricks With well burnt bricks 1 Each 7997

29 S.W. gully trap Providing and fixing square- mouth S.W. gully trap class SP1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design :

19.7.2 150 x 100 mm 150 x 100 mm size P type

19.7.2.1 Well burnt bricks With well burnt bricks 2 Each 1803

30 Cement concrete 1:5:10 upto haunches of S.W. pipes Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design :

19.3.1 100 mm dia 100 mm diameter S.W. pipe 2 Meter 226

19.3.2 150 mm dia 150 mm diameter S.W. pipe 2 Meter 366

31 19.4 Unplasticised PVC pipe Below ground Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly.

19.4.1 110 mm dia 110 mm diameter OD (min. wall thickness 3.2mm 5 Meter 234

19.4.2 160 mm dia 160 mm diameter OD (min. wall thickness 4.0mm) 5 Meter 477

Sub Total (.C) 92430

Part D Internal Electrification

1 0.9 Point wiring concealed rigid P.V.C. conduit Point wiring (excluding metallic switch box & sheet but including switches, sockets, lamp holders/ceiling roses etc) with 1.5sq. mm. PVC insulated cable FRLS with copper multi strand rigid P.V.C. conduit (HMS) ISI marked of suitable size and 1.5sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints etc. as required as per specification for :-

4.1.1 Light/fan points primary Light point/fan points.

4.1.1.1 Short Primary short point 5 451

4.1.1.2 Medium Primary medium point 15 830

4.1.1.3 Long Primary long point 20 1300

4.1.3 Socket 6A sep. board 3 Pin 6 Amp socket outlet on separate board

4.1.3.3 Long Long point 4 1515

2 Socket same board 6A Point wiring (excluding metallic switch box & sheet but including switches, sockets) for 3 pin 6 Amp. socket outlet point with 1.5sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size and 1.5sq. mm. PVC insulated copper earth continuity conductor of green colour inside conduit with required materials as per specification on same board. 12 265

3 Circuit wiring 2.5Sq. mm Wiring for circuit wiring with PVC insulated cable FRLS with copper multi strand conductor ISI marked in concealed rigid P.V.C. conduit (HMS) of ISI marked suitable size etc. as required as per specification 0

4 Power point wiring concealed rigid conduit Point wiring (excluding metallic switch box & sheet) for 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size etc. with 20/16 Amp. F.T. switch & socket/S.S. combined 20/16/6 Amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :-

Long Long point 2 2612

Long Long point 3 3648

S. No. Item No. Sub Item No. Item Name Particular of item Measurments Quantity Unit Rate Amount

No. No. L B H/D

1 Surface dressing Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil.

TOTAL 0.00;[Re30]0.00 100Sqm 803

2 Excavation soil Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

TOTAL 6 Cum 147

3 4.1 C.C. upto plinth level Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :

4.1.2 With 40 mm metal With 40mm nominal size graded stone aggregate.

4.1.2.2 M 10 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate)

4 Centering and Shuttering Centering and shuttering in cluding strutting, propping etc. and removal of form for:

5.9.1 Upto plinth Foundations, footings, bases of columns, etc. for concrete upto plinth level

5 5.9.2 Walls Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc.

TOTAL 9.18 Sqm 219

6 5.9.6 Columns Columns, P i l l a r s , Piers, Abutments, Posts and Struts.

TOTAL 12.96 Sqm 471.2

7 5.1 RCC upto plinth Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.1.1 M - 20 M-20 Grade Concrete

8 RCC in walls, columns, pillars etc Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement:

5.2.1 M - 20 M-20 Grade Concrete

9 Reinforcement Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)

5.16.6 TMT/TMX Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786

Total 235.305 Kg. 80

10 2.24 Filling available excavated earth Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Total 2.955 Cum 95

11 Brick work fly ash bricks in super structure Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in :

6.7.3 50 kg / cm2 Having 50 kg / cm2 average compressive strength.

6.7.3.2 CM 1:6 Cement mortar 1:6 (1 cement : 6 sand)

Total 3.24 Cum 4936

12 12 mm cement plaster 12 mm cement plaster of mix :

13.1.2 1:6 (1 cement : 6 sand)

13 20 mm cement plaster 20 mm cement plaster

13.3.2 1:6 (1 cement : 6 sand)

14 Deluxe multi surface paint Finishing walls by any mechanical or manual means with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :

13.54.3 Two or more coats applied on walls @ 1.25 ltr/10 sqm. Over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm.

Select, At Par, Excess (+), Less (-) IOCL Select Excess (+) Less (-) Excess (+) Less (-)

Tender Inviting Authority: MD M.P. State Cooperative Housing Federation Ltd.

Name of Work: CONSTRUCTION OF GOVT. AYUSH CLINIC AT VILLAGE KATHA DISTT. BHIND (M.P.)

Contract No: Aws/Tech./2026/1052 Dt. 24.02.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 Civil & Electrical Work BI01010001010000000000000515BI0100001112

1.01 As per Enclosed BOQ BI01010001010000000000000515BI0100001113 Nos Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Please Enable Macros to View BoQ information