NIT No. 60 Date 05/08/2026

CHHATTISGARH HOUSING BOARD, CAPITAL PROJECT DIVISION, NAVA RAIPUR ATAL NAGAR

Name of Project - Construction of Balance Work of Tehsil Office at Gobra Nawapara, Dist-RAIPUR (C.G.)

GENERAL SPECIFICATION

1 Soil Testing The contractor carried out bearing test on proposed location. However the contractor shall carry out appropriate geo technical survey under the supervision of Engineer-in-charge at the site once the site has been cleared of the hutments.

2 Structure Design Only working plan and Elevation drawing of building shall be provided by the board. Other realented all drawings i/c. complete copies of the RCC structure drawings, water supply, s/f and all other drawings/designs shall be provided by the contractor duly approved by government engineering college/N.I.T. and no shall extra payment shall be made for the same. Only building plan elevation shall be provided by the board.

2 Foundation & Structure Structure shall be fully framed structure with RCC Column footing as per design approved by the NIT/Government Engineering College.

a. Base concrete 15cm thick cement concrete base concrete with 1:4:8 below building foundation on hard strata/on strata with SBC as specified in the soil investigation report.

b. Building foundations / RCC Frame structure RCC Framed structure with 1:1.5:3 and above grade concret as per structural designs . Only sand or hard moorum shall be used for filling in plinth and exacavated stuff for foundation pits/trenches.

c. Curing period Minimum curing period for any concrete work shall be 28 days or as advised in the aproved RCC Structure design.

d. Plan and Elevation Building plan and Elevation shall be strictly followed by the contractor.

e. Materials The contractor shall be use only those building materials which is approved by the board/Engineer-in-charge, in case of brick, sand, metal, moorum shall be permitted to use in construction after testing and get appropriate result. C.G.Housing Board nomaterial should be used in construction work and No payment should be made for Non aproved material.

3 General Specification

S. No. Particulars Details

1 Plinth height Minimum height Plinth shall not less than 0.90 mtr. From Nearest finished road top level

2 Foundation & Structure RCC Frame Structure with 1:1.5:3 concrete Masonry work in plinth with brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in Crushing strength should not be less than 40kg per sq cm. Cement Mortar 1:6 (1 cement : 6 coarse sand . C.C. 1:4:8 base concrete 10 cm thick under floor as per direction of Engineer-in-Charge. Damp proof course of 1:2:4 cement concrete 40mm thick (with 10mm to 20 mm grade hard metal ) covered with bitumen and sand (1kg bitumen/sqm.) at plinth level to be done as per direction of Engineer-in-Charge

3 Superstructure

A) 20cm thick Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in: Cement Mortar 1:6 (1 cement : 6 coarse sand) for outer wall and 10 cm for partition wall in CM 1:4 with RCC bend of 10 cm thick with main bar of 8mm 4 bars and 6 mm dia ring @ 20 mm C/C at sill and lintel level.

Lintel & chhajja Complete RCC Lintel bend in main and partition wall with lintel and chhajja at door/window opening as per approved structure drawing.

B) All RCC work in superstructure with 1:1.5:3 concrete .

4 Slab R.C.C. slab 125mm thick

5 Minimum floor height Minimum height of slab from finished floor level should not be less than 3.50 mtr height

6 Flooring, Dado and skirting

a Rooms Vitrified floor tiles with double charge/ multi charge size 600 x 600 mm and ceramic 300x300 and above ( Make-orient,kajaria,RAK or equivalent)

b Toilet floor Ceramic glazed floor tiles of size 300x300mm and above (Make-orient,kajaria,RAK or equivalent)

c Toilet Wall Ceramic glazed wall tiles conforming size greater then 200×300mm size ( Make-orient, kajaria, RAK or equivalent)

7 Corriodor, Lobby, store room, water room 600x600 mm size double charged vitrified floor tiles in all the rooms with 10cm skirting. (Make-orient, kajaria, RAK or equivalent)

8 Entrance Hall / verandah/Uranal partition 15 mm thick Table rubbedpolished Granite Stone (Grey/Pink)

At Entrance of building 60mm thick precast interlocking concrete blocks of approved size (Pigment Coloured (rubber mould) precast interlock concrete blocks)

9 Porch 450x450 mm size industrial tiles. (Make-orient, kajaria, RAK or equivalent)

All Door Frame –

First class Sal/Bija wood door frame for all doors with section of frame 0.125x0.075 m with required number of Hold Fast/Dash Fastner for in position. All frames should be make with seasoned wood and fully treated.

Door Shutters and Office Room Door

Main doors 35mm thick- Approved make - Double leafe 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 including all SS fittings as approved by the Engineer-in-charge.

Other doors 35mm thick - Approved make - Flush door shutters, conforming to IS 2202 (Part 1),interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters including all SS fittings as approved by the Engineer-in-charge.

Door shutter for WC / Bath

Providing & fixing factory made UPVC door frame made of UPVC profile section having anoverall 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 frames reinforced by galvanized M.S. tube of size 19x19mm and 1mm±0.1mm wall thickness and 3 Nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer in charge. 25mm thick Single Panel PVC door shutter including PVC door frame with all aproprite aluminum door fittings and hinges etc. complete. ISI make approved by Engineer in charge.

Main Gate :-For Main Gate Providing and fixing in position Collapssible Steel Shutter with Vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 0x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles i/c. applying a priming coat of red oxide zinc cromate primer. complete.

11 Window, ventilator Powder coated Three track aluminium sliding/openable window with 1.5mm section thickness conforming to IS: 733, IS: 1285 and shall be anodized transparent or dyed to approved shade for window, ventilater including 4mm thickness glass with all fitting etc. as approved by EIC. ( Make-Hindalco, Nalco or equivalent) Two pannel with glass shutter and one panel with 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.

Grill for windows and ventilator- MS grill of 10 mm sq. bar 100 mm C/C specing horizontaly and 4 number bar vertically (Number of Guard bar may vary as per the site condition) with frame of 30x5mm flat and applying a priming coat of Redoxide Zinc chromate primer (as per attached drawing of grill ) as approved by Engineer-in-Charge

12 Plastering 12 / 15 mm thick inner and outer Cement Plaster in CM 1:5 for brick work & 6mm thick cement plaster in CM 1:4 in all exposed R.C.C. surface . 18mm plaster under layer of 12mm thick cement plaster 1:4 should be done to maintain elevation work.

13 Drip course 18 mm thick and 50mm wide plain cement mortar band in cement mortar 1:4 over chajja

14 Neat cement Punning Over all chajja are provided.

15 Chicken Mesh 30cm wide double folded strip of chicken mesh will be provided at all junction of brick work and RCC work.

16 Concrete Gola 3cm thick 7.5cm X 7.5cm concrete gola to be done at junction of wall and RCC slab/Chhajjas.

17 Painting / water proofing cement paint 1) PUTTY- wall care putty over plastered ceiling surface including scaffolding complete. Upto 2 mm thickness to make surface even and smooth in line and level on inner surface and (2 mm thick) Exterior grade White cement based putty (Make -JK / Birla /Nerolac or equivalent) on outer surface .

2) INTERNAL PAINT & EXTERNAL PAINT-Painting inner wall with acrylic premium emulsion paint 2 or more coat to get even shade. (Make-Asian, Dulux,Berger or equivalent)

18 Water Proofing in Roof Slab Grading roof for water proofing treatment with: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in terrace.

19 Painting on Iron/ Wood Work / Doors Melamine polish on new wood work (two or more coats) with spray machine after preparing surface by rubbing down smooth with sand papers, preparation of surface, applying 5 to 10 coats of French sprit polish, applying two coats of Melamine sealer and finally applying two coats of Melamine clear as per manufacturers specifications complete.

Premium Synthetic enamel paint three coats in approved shades of approved make as directed by Engineer– in – charge in door frames, wood work & iron work including priming coat with ready mix primer.

20 Ramp 60mm thick precast interlocking concrete blocks over 40 mm thick average course sand bed.

21 Stair M.S.Pipe provided for hand rail.

22 Internal Sanitary and Water Supply Fixtures C.P. fittings and other fixtures Nos. of fittings & fixtures as per the required and instruction of Engineer-in-charge ( Make-Hindware,Parryware or equivalent).

23 Over Head Tank (capacity 2000 ltr. Each unit) Double layer ISI Polyethylene water storage tank 2000 Ltr (Make-Sintex, Vertex,Plasto or equivalent)

24 Tarrace/ Roof Grading roof for water proofing treatment with: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in terrace.

25 Internal Water Supply As per Drawing & Design Enclosed.

Water supply for Tahsil Office Building

As per Drawing & Design Enclosed.

(a) As per requirement of Tahsil Building Providing and fixing of approved make "B" class G.I. Pipe & fitting for water supply line with fittings, with all fittings such as such cocks and valves fitted and fix to the walls with G.I approved clamps at any floor or buried under ground including making necessary chases and holes in walls and floors or trenching etc and painting of pipe, complete with making good or refilling. including painting of pipe .(Make Jindal/Surya/Tata) B-class

Ø length as per the requirment of drawing and site condition.

Ø Providing and fixing vitreous china water closet squatting pan (Indian type) including cutting and making good the walls and floors where required: White Orissa pattern W.C. pan of size 580x440 mm as per drawing. (Make-Hindware/ Parryware/RAK) with 10 liter capacity PVC flushing cistern. 02 Nos.

Ø 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 all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type as per drawing. (Make-Hindware/ Parryware/RAK) 05 Nos.

Ø Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back half stall urinal of size 460x380x250mm as per drawing.. (Make-Hindware/ Parryware/RAK) 06 Nos.

Ø 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 : White Size 550x450 mm with pedestals comprising of glazed vitreous china of specified size with central slot for single valve, only and enamel of aluminum paint, cast iron brackets, 15mm C.P. brass (heavy type weight approx. 400 gms.) pillar cock 32 mm dia G.I. Waste coupling with C.P. chain and hard rubber plug 15mm lead inlet connection not less than 375mm in length with 15mm dia CP brass heavy angle cock 32 mm PVC. Waste pipe (bath care/ chilly make) with gully trap and brass cleaning thimble up to and outside of wall till gully trap or drain pipe with G.I. Clips including 40 mm G.I. pipe sleeve previously Embedded in correct position complete with all joints and making chases and holes in floors and walls, repairing the same with cement mortar (1:3) plastering and coloring to the original condition and painting of fittings etc. complete. (size 550mmx400mm) with all fittings required. as per drawing. (Make-Hindware/ Parryware/ RAK) 15 Nos.

Ø 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:

a) Bib cock (400 grams) as per drawing. 25 Nos.

b) Long body bib cock (500 grams) as per drawing. 02 Nos.

c) Two way Bib cock (800 gram) 05 Nos.

d) Stop cock (concealed) (600 grams) as per drawing. 15 Nos.

g) Toilet paper holder as per drawing. 05 Nos.

h) Soap dish plate as per drawing. 06 Nos

j) Towel rail (600mm long x 20mm dia) as per drawing. 06 Nos.

l) Providing and fixing stainless steel drain jali of approved make/quality. as per drawing. 14 Nos.

m) Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 40 mm nominal bore as per required. 06 Nos, 50 mm nominal bore as per required. 04 Nos.

n) Providing and placing in position C.I. sluice valves category “A” (Make Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., WAG) (with cap) complete: 100 mm diameter as per required. 08 Nos.

c) As per requirement and instruction of Engineer in charge Providing and fixing in position best Indian make gun metal high pressure full way or Gate valve (peets Pattern) with iron wheel head complete.

d) As per requirement Providing and fixing in position underground sewerage pipe SW PIPE /SN-8, SN-Stiffness class 8 KN/Sqmt. full round pipe with gasket and necessary joint material laid under ground over cement concrete 1:2:4 150mm thick and in proper radiant complete including excavation of trenches up to 2 meters depth and refilling of trenches.

(a) 100 mm dia (c.c. base 30cm wide)

(b) 150 mm dia (c.c. base 38cm wide)

e) As per requirement Providing and fixing in position ASQUARE MOUTH S.W. gully trap grade "A'' complete with C.I. grating brick masonry chamber with well burnt moduler clay bricks crushing strength not less than 35kg/cm2 water tight C.I. cover with frame of 300x300mm size (inside ) the weght of cover tobe not less than 4.5 kg and frame to be not less than 2.7 kg as per standard design ( 100x100mm size P type) 13 Nos.

f) Providing and hoisting and fixed in position water storage tanks polyethylene water storage tank made out of F.D.A. approved as per IS 1270-1996 HDPE materials suitable for rotational molding vertical type and capable of holding required capacity of water with in the permissible tolerance limit for HDPE materials with provision for inlet outlet and overflow connection with heavy duty nipple socket drain plug etc. to facilitate inter connection and providing overflow brass cock at any height & Standard weight. (2000 ltrs capacity in hostel building) with float valve. (Make-Sintex Double Layer)

g) As per requirement in hostel building Providing and fixing in position G.M. heavy ferrule including making holes of Pipes line and making gasket joints etc. complete inclusive of clamps.

20mm dia/25 mm dia

h) Constructing masonry chamber 30X30X50 mm inside modular brick for stop cock in CM 1:4 with C.I. surface box 100X100X75 mm with Hing cover etc complete as per requirement and instruction of Engineer in charge.

i) Constructing 60X60X75 mm inside modular brick for sluice valve in CM 1:4 with C.I. surface box 100X100X75 mm complete as per requirement and instruction of Engineer in charge.

j) Constructing 90X80cm inside modular brick in CM 1:4 with required depth i/c C.I. Cover with frame for sewerage complete as per requirement and instruction of Engineer in charge.

Note:-Above Qty of Fittings are tentative and may varry according to the site condition,Final decision of water supply work and fittings/system giving by Engineer-in-charge if required

Assistant Engineer Executive Engineer Chhattisgarh Housing Board Chhattisgarh Housing Board Capital project Division nava Raipur Capital project Division nava Raipur

SCHEDULE OF RATES OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

Based of PWD SOR W.E.F. 20.04.2026

S. No. I. No. PARTICULAR Measurement

NO NO L B D/H QTY UNIT RATE Rate in Words

S.O.R No. CIVIL WORK

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 1 1 17.24 17.54 302.39 sqm 7.20 Seven Rupees Twenty Paisa

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. cum 185.00 One Hundred Eighty Five Rupees

2a 1.6 Extra for every additional lift of 1.5 m or part thereof. cum 26.50 Twenty Six Rupees Fifty Paisa

3 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

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. cum 2524.00 Two Thousand Five Hundred Twenty Four Rupees

5 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in each deposited layer by ramming and watering with cum 65.00 Sixty Five Rupees

6 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. cum 3596.00 Three Thousand Five Hundred Ninty Six Rupees

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. cum 3538.00 Three Thousand Five Hundred Thirty Eight Rupees

8 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. cum 3018.00 Three Thousand Eighteen Rupees

9 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:

GF M-20 grade + 1:1.5:3 #REF! cum 83.00 Eighty Three Rupees

terrace #REF! cum 166.00 One Hundred Sixty Six Rupees

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: sqm 128.00 One Hundred Twenty Eight Rupees

11 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape sqm 273.00 Two hundred Seventy Three Rupees

12 2.1.8 Beams, lintels, cantilevers & walls sqm 186.00 One Hundred Eighty Six Rupees

13 2.1.7 Suspended floors, roofs, access Kitchen Platform, balconies (plain surfaces) and shelves (cast in situ) sqm 216.00 Two Hundred Sixteen Rupees

14 2.1.13 Weather shade, chhajja, Cornices and mouldings sqm 270.00 Two Hundred Seventy Rupees

15 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like. cum 169.00 One Hundred Sixty Nine Rupees

16 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:

.@ 120kg / cum #REF! 120.00 #REF! kg 46.00 Fourty Six Rupees #VALUE!

17 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work. cum 3601.00 Three Thousand Six Hundred One Rupees

18 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: cum 3066.00 Three Thousand Sixty Six Rupees

19 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:

GF #REF! cum 114.00 One Hundred Fourteen Rupees

FF #REF! cum 228.00 Two Hundred Twenty Eight Rupees

20 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: sqm 359.00 Three Hundred Fifty Nine Rupees

21 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: sqm 10.00 Ten Rupees

22 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

23 8.40 Providing and fixing Dash fastener (for fixing door/ window frames) on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. each 35.00 Thirty Five Rupees

24 8.137 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete. each 215.00 Two Hundred Fifteen Rupees

25 8.138 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete. each 77.00 Seventy Seven Rupees

26 8.139 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. each 88.00 Eighty Eight Rupees

27 8.140 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete. each 45.00 Fourty Five Rupees

28 8.143 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete. each 59.00 Fifty Nine Rupees

29 8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete. each 88.00 Eighty Eight Rupees

30 8.120 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete. each 127.00 One Hundred Twenty Seven Rupees

31 8.121 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete. each 46.00 Fourty Six Rupees

32 8.123 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete. each 28.00 Twenty Eight Rupees

33 8.122 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete. each 52.00 Fifty Two Rupees

34 8.158 Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc complete. each 1309.00 One Thousand Three Hundred Nine Rupees

35 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 butexcluding hinges. sqm 1789.00 One Thousand Seven Hundred Eighty Nine Rupees

B 8.16.2 30 mm thick (single leaf) sqm 1596.00 One Thousand Five Hundred Ninty Six Rupees

36 8.15 Extra for double leaf shutter instead of single leaf. sqm 47.00 Fourty Seven Rupees

37 8.18 Providing and fixing lipping with second class teak wood lipping on all edges of shutters.

8.18.3 35 x 6 mm size 1 1 8.36 8.36 rmt 49.00 Fourty Nine Rupees

8.18.2 30 x 6 mm size 1 2 6.36 2.28 29.00 rmt 44.00 Fourty Four Rupees

36 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

37 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:) kg 281.00 Two Hundred Eighty One Rupees

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 15520.59

38 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): sqm 601.00 Six Hundred One Rupees

39 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. sqm 672.00 Six Hundred Seventy Two Rupees

40 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

41 12.79 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0 mm 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 (+/- 10mm) laid on 20mm thick cement mortar 1:4 (1cement: 4 coarse sand) including grouting the joints with withe cement and matching pigments etc. complete. sqm 955.00 Nine Hundred Fifty Five Rupees

42 12.8 Providing and fixing plain cement concrete fibre reinforced heavy duty designer glazed floor tiles with uniform colour (for coloured tiles) and texture conforming to IS: 1237 (for abrasion wear) and IS : 516 (for compressive strength) of approved make, colours, shades and size on cement Mortar bed and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete. sqm 799.00 Seven Hundred Ninty Nine Rupees

43 12.45 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) sqm 1586.00 One Thousand Five Hundred Eighty Six Rupees

44 13.19 Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. rmt 155.00 One Hundred Fifty Five Rupees

45 12.90 Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete. sqm 643.00 Six hundred Fourty Three Rupees Ammended SOR 12.74 Providing and laying rectified ceramic glazed floor tiles of of 1st Class conforming to IS : 15622-2017 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey slurry cement @ 3.30kg/Sqm including pointing in white cement mixed with matching pigment etc., complete.

46 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. sqm 570.00 Five Hundred Seventy Rupees

47 11.1 Providing and making 6mm thick cement plaster of mix: sqm 81.00 Eighty One Rupees

48 11.2 Providing and making 12mm thick cement plaster of mix: sqm 90.00 Ninty Rupees

49 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: sqm 105.00 One Hundred Five Rupees

50 14.56 Providing and applying 2mm thick white cement based polymeric exterior grade puttywith minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wal care, Asian trucare, JK wall butty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work. sqm 81.00 Eighty One Rupees

51 14.59 Providing and 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 primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work . sqm 27.00 Twenty Seven Rupees

52 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats appied @ 1.25 lit / 10 Sqm 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 Tractor emulsion, Dulux Promise,Nerolac Bueaty Silver, Berger bison/breeze, Opus 130/ Style Paint) 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 complete for thework. (With 2 Year warranty). sqm 70.00 Seventy Rupees

53 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.) sqm 79.00 Seventy Nine Rupees 19458.88 43071

54 14.72 Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work. sqm 113.00 One Hundred Thirteen Rupees

55 4.13 Grading roof for water proofing treatment with: Cement concrete 1:2;4 (1 cement : 2 coarse sand :4 graded stone aggrigate 20mm nominal size) cum 3164.00 Three Thousand One Hundred Sixty Four Rupees

56 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer. kg 37.00 Thirty Seven Rupees

56 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 58.00 Fifty Eighty Rupees

57 11.32.4 Providing and making 18 mm thick plain cement mortar band in cementmortar 1:4 (1 cement : 4 fine sand) per cm width:,Drip course 10 cm wide rmt 30.00 Thirty Rupees

58 11.5 Neat Cement punning. sqm 31.00 Thirty One Rupees

59 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 Two Thousand Eight Hundred Twenty Eight Rupees

60 11.40 Making groove in cement plaster while plastering upto10 mm deep and 10 mm wide. rmt 1.00 One Rupees

61 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. 9.57.2 SS Grade 304 kg 446.00 Four Hundred Fourty Six Rupees

62 9.61 Providing and fixing aluminium composite panels in approved panel sizes, thickness and shape on aluminium frame work on face of building. (Frame to be paid separately) sqm 1482.00 One Thousand four Hundred Eighty Two Rupees

63 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. sqm 232.00 Two Hundred Thirty Two Rupees

2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.55mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed including providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part-I all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting. sqm 558.00 Five Hundred Fifty Eight Rupees

PART B WATER SUPPLY AND SANITARY WORK

1 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 1000.00 1000.00 ltr. 6.00 Six Rupees

2 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 rmt 228.00 Two Hundred Twenty Eight Rupees

3 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. CONCEALED WORK including cutting chases and making good the walls etc.,

A 19.5.1 15 mm nominal outer dia .Pipes. 1 40.00 40.00 rmt 118.00 One Hundred Eighteen Rupees

B 19.5.2 20 mm nominal outer dia .Pipes. 1 40.00 40.00 rmt 148.00 One Hundred Fourty Eight Rupees

C 19.5.3 25 mm nominal outer dia .Pipes. 1 50.00 50.00 rmt 189.00 One Hundred Eighty Nine Rupees

4 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. a. 75mm dia Make: (Supreme/Finolex)

A 18.76.1 75mm dia pipe 1 30.00 30.00 rmt 153.00 One Hundred Fifty Three Rupees

B for drainage 1 35.00 35.00 rmt 224.00 Two Hundred Twenty Four Rupees

for RWH 1 40.00 40.00 rmt 224.00 Two Hundred Twenty Four Rupees

for sewer line 1 50.00 50.00 rmt 224.00 Two Hundred Twenty Four Rupees

5 18.77 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.

A 18.77.2 75mm 1 40.00 40.00 each 95.00 Ninty Five Rupees

B 18.77.3 110mm 1 60.00 60.00 each 129.00 One Hundred Twenty Nine Rupees

C 18.77.6 75mm 1 10.00 10.00 each 108.00 One Hundred Eight Rupees

D 18.77.7 110mm 1 15.00 15.00 each 188.00 One Hundred Eighty Eight Rupees

E 18.77.10 110mm 1 4.00 4.00 each 37.00 Thirty Seven Rupees

F 18.77.15 Nahani trap 110x75mm 1 12.00 12.00 each 76.00 Seventy Six Rupees

6 18.78 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

18.78.1 75 mm 1 25.00 25.00 each 48.00 Fourty Eight Rupees

18.78.2 110 mm 1 55.00 55.00 each 51.00 Fifty One Rupees

7 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 all fittings and fixtures complete including cutting and making good the walls and floors wherever required : each 2423.00 Two Thousanda Four Hundred Twenty Three Rupees

8 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 : each 1011.00 One Thousand Eleven Rupees

9 18.25 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. each 58.00 Fifty Eight Rupees

10 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:

A 19.14.1 Bib cock (450gms) 1 5 5 each 338.00 Three Hundred Thirty Eight Rupees

B 19.14.3 Long body bib cock (500 grams) 1 2 2 each 377.00 Three Hundred Seventy Seven Rupees

C 19.14.7 Angle valve for basin mixer and geyser points (450gms) 1 15 15 each 338.00 Three Hundred Thirty Eight Rupees

D 19.14.4 Piller Cock (400 grams) 1 5 5 each 352.00 Three Hundred Fifty Two Rupees

E 19.14.5 Two way bib cock (800 grams) 1 5 5 each 627.00 Six Hundred Twenty Seven Rupees

F 19.14.14 Soap dish plate 1 5 5 each 144.00 One Hundred Fourty Four Rupees

G 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) 1 5 5 each 685.00 Six Hundred Eighty Five Rupees

I 19.14.16 Towel rail (600mm long x 20mm dia) 1 5.00 5.00 each 299.00 Two Hundred Ninty Nine Rupees

11 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end): each 386.00 Three Hundred Eighty Six Rupees

12 18.1 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with PTMT nuts and PVC bush of approved quality and colour: each 56.00 Fifty Six Rupees

13 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 1 12.00 12.00 each 45.00 Fourty Five Rupees

14 20.2 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: rmt 316.00 Three Hundred Sixteen Rupees

15 20.3 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/ cm², 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 2.70 kg as per standard design : each 1237.00 One Thousand Two Hundred Thirty Seven Rupees

16 19.47 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design : each 667.00 Six Hundred Sixty Seven Rupees

17 19.48 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : each 4110.00 Four Thousadn One Hundred Ten Rupees

18 19.49 Constructing masonry Chamber 90x90x100 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : each 7092.00 Seven Thousand Ninty Two Rupees

19 18.22 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board 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 : each 5221.00 Five Thousand Two Hundred Twenty One Rupees

20 18.31 Providing and fixing 600x120x5mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 229.00 Two Hundred Twenty Nine Rupees

21 18.29 Providing and fixing 600x450 mm beveled edge 4mm 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. each 504.00 Five Hundred Four Rupees

ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE AT DIFFERENT PLACES IN CHHATTISGARH STATE

Based of PWD SOR 2015

S. No. I. No. PARTICULAR Measurement

NO NO L B D/H QTY UNIT RATE AMOUNT

S.O.R No. CIVIL WORK

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 1 1 17.24 17.54 302.39 sqm 7.20 2177.00

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

1.1.1 In all types of soils.

Total #REF! cum 185.00 #REF!

1.1.2 In ordinary rocks.

Total #REF! cum 267.00 #REF!

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

1.6.1 All types of soils 1 32 2.50 2.50 0.50 #REF! cum 26.50 #REF!

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

1.6.2 Ordinary or hard rocks 1 32 2.50 2.50 1.30 #REF! cum 47.50 #REF!

3 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.

Sub registrar sitting 1 1 4.27 5.49 1.65 38.68

Sub registrar Chamber 1 1 2.74 4.00 1.65 18.08

Waiting Lounge 1 1 2.74 4.00 1.65 18.08

Waiting/sitting area 1 1 10.52 9.55 1.65 165.77

Female toilet 1 1 1.22 1.52 1.65 3.06

Handicapped Toilet 1 1 1.52 1.52 1.65 3.81

Security Room 1 1 1.16 1.52 1.65 2.91

Total(A) 417.75

Total(A+B) #REF! cum 371.00 #REF!

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.

3.1.2 1:4:8 (1 cement : 4coarse sand : 8graded stone aggregate 40mm

Total #REF! cum 2659.00 #REF!

5 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in each deposited layer by ramming and watering with

For Footing (Total Excavated Earth) #REF!

Deduct : PCC Work #REF!

#REF! cum 65.00 #REF!

6 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.

3.3.2 M-25 grade

#REF! 1 #REF! #REF! #REF! 0.40 #REF!

Column upto Plinth 1 #REF! 0.20 0.40 3.40 #REF!

For ground/plinth Beam

A.toilet & C.toilet 1 1 2.94 0.20 0.40 0.24

Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.40 0.36

A.toilet & C.toilet 1 1 1.83 0.20 0.40 0.15

Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.40 0.24

Total(A) #REF! cum

A.toilet & C.toilet 1 1 2.94 0.20 0.15 0.09

Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.15 0.14

A.toilet & C.toilet 1 1 1.83 0.20 0.15 0.05

Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.15 0.09

A.toilet & C.toilet 1 1 2.94 0.20 0.40 0.24

Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.40 0.36

A.toilet & C.toilet 1 1 1.83 0.20 0.40 0.15

Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.40 0.24

Sub registrar sitting 1 1 4.27 5.49 0.15 3.52

Sub registrar chamber 1 1 2.74 4.00 0.15 1.64

Waiting lounge 1 1 2.74 4.00 0.15 1.64

waiting /setting 1 1 10.52 9.55 0.15 15.07

Female Toilet 1 1 1.22 1.52 0.15 0.28

Handicap Toilet 1 1 1.52 1.52 0.15 0.35

Total(B) 94.47 cum

Total(C) 5.54 cum

Total(A+B+C) #REF! cum 4298.00 #REF!

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. #REF!

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm

registry area 1 1 4.27 0.10 0.10 0.04

Sub registrar chamber 1 1 1.84 0.10 0.10 0.018

waiting lounge 1 1 2.17 0.10 0.10 0.022

waiting lounge 1 1 1.84 0.10 0.10 0.018

waiting lounge 1 1 4.00 0.10 0.10 0.040

male toilet & female toilet 1 3 1.52 0.10 0.10 0.046

For Lintel Beam

registry area 1 1 4.27 0.10 0.10 0.04

Sub registrar chamber 1 1 2.74 0.10 0.20 0.055

waiting lounge 1 1 2.17 0.10 0.10 0.022

waiting lounge 1 1 2.74 0.10 0.20 0.055

waiting lounge 1 1 4.00 0.10 0.10 0.040

male toilet & female toilet 1 3 1.52 0.10 0.10 0.046

kitchen platform slab 1 1 2.01 0.60 0.10 0.121

mumty door chhajja 1 1 4.40 0.60 0.10 0.264

Entrance step 1 2 2.90 0.30 0.15 0.261

Total #REF! cum 4163.00 #REF!

8 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 56.53 0.20 0.10 1.13

mumty coping 2 4.20 0.20 0.10 0.17

Total #REF! cum 3552.00 #REF!

9 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:

GF M-25 grade + 1:1.5:3 #REF! cum 97.50 #REF!

terrace #REF! cum 195.00 #REF!

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:

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.

Footing PCC 32 1 #REF! 0.10 #REF!

Footing RCC 32 1 #REF! 0.40 #REF!

Column upto plinth level #REF! 1 1.20 3.40 #REF!

For ground/plinth Beam

Horizontel 1 5 4.17 1.00 20.85

A.toilet & C.toilet 1 1 2.94 1.00 2.94

Male toilet+female toilet+Handi. Toilet 1 1 4.56 1.00 4.56

A.toilet & C.toilet 1 1 1.83 1.00 1.83

Male toilet+female toilet+Handi. Toilet 1 2 1.52 1.00 3.04

Horizontel 2 5 4.17 0.15 6.26

A.toilet & C.toilet 2 1 2.94 0.15 0.88

Male toilet+female toilet+Handi. Toilet 2 1 4.56 0.15 1.37

A.toilet & C.toilet 2 1 1.83 0.15 0.55

Male toilet+female toilet+Handi. Toilet 2 1 1.52 0.15 0.46

Total #REF! sqm 139.00 #REF!

11 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

Column 1 #REF! 1.20 3.500 #REF!

Column terrace level 1 4 1.20 2.25 10.80

Total #REF! sqm 297.00 #REF!

12 2.1.8 Beams, lintels, cantilevers & walls

For Lintel Beam

registry area 2 1 4.27 0.10 0.85

Sub registrar chamber 2 1 2.74 0.20 1.096

waiting lounge 2 1 2.17 0.10 0.434

server room 2 1 2.60 0.20 1.040

waiting lounge 2 1 2.74 0.20 1.096

waiting lounge 2 1 4.00 0.10 0.800

male toilet & female toilet 2 3 1.52 0.10 0.912

Horizontel 1 1 3.10 1.00 3.10

A.toilet & C.toilet 1 3 1.52 1.00 4.56

Male toilet+female toilet+Handi. Toilet 1 2 0.47 1.00 0.94

A.toilet & C.toilet 1 1 2.74 1.00 2.74

Male toilet+female toilet+Handi. Toilet 1 1 2.15 1.00 2.15

Total #REF! sqm 202.00 #REF!

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

Sub registrar sitting 1 1 4.27 5.49 23.44

Sub registrar chamber 1 1 2.74 4.00 10.96

server Room 1 1 2.60 2.10 5.46

Waiting lounge 1 1 2.74 4.00 10.96

record room 1 1 2.15 7.60 16.34

waiting /setting 1 1 10.52 9.55 100.47

male toilet 1 1 1.22 1.52 1.85

Female Toilet 1 1 1.22 1.52 1.85

Handicap Toilet 1 1 1.52 1.52 2.31

Waist slab 1 1 5.78 1.34 7.75

kitchen plateform 1 1 2.01 0.60 1.21

Total #REF! sqm 235.00 #REF!

14 2.1.13 Weather shade, chhajja, Cornices and mouldings

Ramp chhajja 1 1 4.57 0.90 4.11

mumty door chhajja 1 1 4.40 0.60 2.64

Total #REF! sqm 294.00 #REF!

15 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.

registry area 2 1 4.27 0.10 0.85

Sub registrar chamber 2 1 1.84 0.10 0.368

waiting lounge 2 1 2.17 0.10 0.434

server room 2 1 1.70 0.10 0.340

waiting lounge 2 1 1.84 0.10 0.368

waiting lounge 2 1 4.00 0.10 0.800

male toilet & female toilet 2 3 1.52 0.10 0.912

Parapet coping 2 1 56.53 0.10 11.31

mumty coping 2 2 4.20 0.10 1.68

Total #REF! cum 184.00 #REF!

16 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 /Gk or Equivalent)

Qty. of R.C.C. M 25 #REF!

Qty. of 1:1.5:3 #REF!

#REF! 150.00 #REF! kg 54.50 #REF!

17 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

A.toilet & C.toilet 1 1 2.94 0.20 0.05 0.03

Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.05 0.05

A.toilet & C.toilet 1 1 1.83 0.20 0.05 0.02

Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.05 0.03

Total #REF! cum 4237.00 #REF!

18 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)

upto plinth level

A.toilet & C.toilet 1 1 2.94 0.20 0.90 0.53

Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.20 0.90 0.82

A.toilet & C.toilet 1 1 1.83 0.20 0.90 0.33

Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.20 0.90 0.55

Total(A+B+C) #REF! cum 3263.00 #REF!

19 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:

GF #REF! cum 121.00 #REF!

FF #REF! cum 242.00 #REF!

20 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:

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

Deduction of opening

Window box side 2 10 0.60 1.50 18.00

Total #REF! sqm 382.00 #REF!

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

8.1.2 Sal, bijasal, benteak, khair, haldu

Total #REF! cum 61051.00 #REF!

22 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.

Total #REF! each 72.50 #REF!

23 8.137 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.

24 8.138 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete.

25 8.139 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.

26 8.140 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.

27 8.143 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.

8.143.2 Double 1 8.00 #REF! each 65.00 #REF!

28 8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.

Total #REF! each 97.50 #REF!

29 8.120 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete.

30 8.121 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete.

31 8.123 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete.

32 8.122 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete.

33 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 butexcluding hinges.

A 8.16.1 35 mm. thick (single leaf)

Total #REF! sqm 1982.00 #REF!

B 8.16.2 30 mm thick (single leaf)

Total #REF! sqm 1768.00 #REF!

34 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.

Total #REF! kg 67.50 #REF!

35 8.151 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out ofextruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge

Total #REF! rmt 346.00 #REF!

36 8.152 8.152 Providing and fixing 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per Manufacturer’s specification including 3 nos ISI marked stainless steel hinges of size 100x58x1.9 mm complete. (for W.C. and bathroom door shutter).

8.152.2 Both side Pre-laminated panel PVC door shutter

Total #REF! sqm 2832.00 #REF!

37 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

ventilator 6 0.60 0.60 5.00 10.80

For A.C.P frame

Front elevation

Total 17.76 Sqm 1.32

1.35 kg per sqm for A.C.P 1.35 17.76 23.98 B

Total(A+B) #REF! kg 331.00 #REF!

38 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

ventilator 6 0.60 0.60 2.16

Total #REF! sqm 611.00 #REF!

39 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.

Total #REF! sqm 791.00 #REF!

40 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.

Horizontel 1 5 4.17 0.30 6.26

A.toilet & C.toilet 1 1 2.94 0.30 0.88

Male toilet+female toilet+Handi. Toilet 1 1 4.56 0.30 1.37

A.toilet & C.toilet 1 1 1.83 0.30 0.55

Male toilet+female toilet+Handi. Toilet 1 2 1.52 0.30 0.91

Total #REF! sqm 86.00 #REF!

41 12.13 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

12.13.1 Size 600x600mm

Sub registrar sitting 1 1 4.27 5.49 23.44

Sub registrar chamber 1 1 2.74 4.00 10.96

server Room 1 1 2.60 2.10 5.46

Waiting lounge 1 1 2.74 4.00 10.96

record room 1 1 2.15 7.60 16.34

waiting /setting 1 1 10.52 9.55 100.47

below staircase 1 1 4.20 3.76 15.79

Skirting @ 10% 22.88

Total #REF! sqm 1151.00 #REF!

42 12.8 Providing and fixing plain cement concrete fibre reinforced heavy duty designer glazed floor tiles with uniform colour (for coloured tiles) and texture conforming to IS: 1237 (for abrasion wear) and IS : 516 (for compressive strength) of approved make, colours, shades and size on cement Mortar bed and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.

12.8.2 On floor, steps and risers over 20mm thick bed of cement Mortar 1:4 (1 cement : 4 coarse sand)

Total #REF! sqm 905.00 #REF!

43 12.45 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)

12.45.1 Granite stone grey/pink

Skirting @ 10% 2.30

pantry plateform 1 1 2.01 0.60 1.21

window lining 2 8 1.80 0.20 5.76

Entrance Steps 1 3 2.90 0.30 2.61

Total(A+B) #REF! sqm 1796.00 #REF!

44 13.19 Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

13.19.2 Granite work #REF! rmt 155.00 #REF!

45 12.10 Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

12.9.2 Size 300x300mm

A.TOILET + Common Toilet 1 2 1.22 1.83 4.47

Male toilet+female toilet 1 2 1.22 1.52 3.71

Handi. Toilet 1 1 1.52 1.52 2.31

Total #REF! sqm 905.00 #REF!

46 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

A.Toilet+ C.toilet 2 2 1.22 2.10 10.25

Handi. Toilet 1 2 1.52 2.10 6.38

Pantry wall 1 1 2.01 0.6 1.21

Total #REF! sqm 646.00 #REF!

47 11.1 Providing and making 6mm thick cement plaster of mix:

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

Sub registrar sitting 1 1 4.27 5.49 23.44

Sub registrar chamber 1 1 2.74 4.00 10.96

server Room 1 1 2.60 2.10 5.46

Waiting lounge 1 1 2.74 4.00 10.96

record room 1 1 2.15 7.60 16.34

waiting /setting 1 1 10.52 9.55 100.47

male toilet 1 1 1.22 1.52 1.85

Female Toilet 1 1 1.22 1.52 1.85

Handicap Toilet 1 1 1.52 1.52 2.31

Waist slab 1 1 5.78 1.34 7.75

kitchen plateform bottom 1 1 2.01 0.60 1.21

Total 271.10 sqm

10% for beam and column offset 27.11

front elevation double plaster

ventilator 2 6 0.80 0.60 5.760

Ramp chhajja 1 1 4.57 0.90 4.113

mumty door chhajja 1 1 4.40 0.60 2.640

Total(A+B+C) #REF! sqm 87.00 #REF!

48 11.2 Providing and making 12mm thick cement plaster of mix:

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

Sub registrar sitting 1 2 4.27 3.60 30.74

Sub registrar chamber 1 2 2.74 3.60 19.73

server Room 1 2 2.60 3.60 18.72

Waiting lounge 1 2 2.74 3.60 19.73

record room 1 2 2.15 3.60 15.48

waiting /setting 1 2 10.52 3.60 75.74

staircase 1 2 5.80 3.75 43.50

Toilet wall 2 2 1.22 1.65 8.05

Total 605.30 sqm

50% for 12 mm plaster Total 302.65 A

Box window wall inner 2 8 1.50 0.60 14.40

Parapet inner side 1 1 56.53 0.90 50.88

Total 12mm Plaster A+B #REF! sqm 96.50 #REF!

49 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:

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

qty 50% of 12 mm inner plasted 302.65 A

Box window wall outer 2 8 1.70 0.60 16.32

Total 15mm Plaster A+B #REF! sqm 113.00 #REF!

50 14.13 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

As per 6mm Plaster 298.21

As per 12mm Plaster 302.65

As per 15mm Plaster 302.65

Total #REF! sqm 94.50 #REF!

51 14.10 Wall painting with acrylic premium emulsion (plastic) paint of required

14.10.1 shade to give an even shade. On new work (two or more coats)

As per 6mm Inner Plaster 298.21

As per 12mm inner Plaster 302.65

As per 15mm inner Plaster 302.65

Total Total #REF! sqm 44.50 #REF!

52 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

As per 6mm Outer Plaster 32.43

As per 12mm Outer Plaster 149.63

As per 15mm Outer Plaster 330.68

Total #REF! sqm 56.00 #REF!

53 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

Collapsible 1 1 2.40 2.40 1.50 8.64

door frame 1 1 6.80 0.28 1.88

door frame 1 2 5.80 0.28 3.25

door frame 1 5 5.70 0.28 7.98

Total #REF! sqm 55.00 #REF!

54 4.13 Grading roof for water proofing treatment with: Cement concrete 1:2;4 (1 cement : 2 coarse sand :4 graded stone aggrigate 20mm nominal size)

Total #REF! cum 3817.00 #REF!

55 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.

mumty top 1 2 4.20 8.40

Top & Bottom 1 8 2.00 16.00

W2 window 1 2 1.40 2.80

ventilator 1 6 0.80 4.80

Ramp chhajja 1 1 4.57 4.57

mumty door chhajja 1 1 4.40 4.40

Total #REF! rmt 68.00 #REF!

56 11.32.4 Providing and making 18 mm thick plain cement mortar band in cementmortar 1:4 (1 cement : 4 fine sand) per cm width:,Drip course 10 cm wide

Top & Bottom 1 8 2.00 16.00

W2 window 1 2 1.40 2.80

ventilator 1 6 0.80 4.80

Ramp chhajja 1 1 4.57 4.57

mumty door chhajja 1 1 4.40 4.40

Total #REF! rmt 33.00 #REF!

57 11.5 Neat Cement punning.

ventilator 1 6 0.80 0.60 2.88

Ramp chhajja 1 1 4.57 0.90 4.11

mumty door chhajja 1 1 4.40 0.60 2.64

Total #REF! sqm 33.00 #REF!

58 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.

main gate 1 2.40 2.40 5.76

Total #REF! sqm 3330.00 #REF!

59 11.40 Making groove in cement plaster while plastering upto10 mm deep and 10 mm wide.

front elevation

Total #REF! rmt 1.30 #REF!

60 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. 9.57.2 SS Grade 304

Total Length of 50mm railing Pipe 1 1 5.78 0.90 5.20

1.00 6.57 sqm 7.00 Kg/sqm #REF! kg 525.00 #REF!

61 9.61 Providing and fixing aluminium composite panels in approved panel sizes, thickness and shape on aluminium frame work on face of building. (Frame to be paid separately)

9.61.2 4mm thick

Front elevation

Total #REF! sqm 1745.00 #REF!

61 26.17 Supply and erecting following ISI marked Fire extenguishers on wall/ column including erecting bracket etc complete.

26.17.1 ABC Fire Extinguisher 9KG Nitrogen Store Pressure As per IS: 15683:2018 Body Sheet Not Less Then 2mm Thickness, CE Mark NRV Valve With ABC Powder 90% UL 299 FIRE RATING: 6A, 144B. With all accessories.

#REF! each #REF! #REF!

26.17.5 CO2 type Fire Extinguisher ISI marked confirming to IS:15683:2018 Capacity 4.5Kg. INITIAL CHARGE:- Carbon dioxide used in extinguishers shall comply with IS 15222. FIRE RATING:- 55B. Complete with Hose Assembly and horn , locking arrangement, operation manual, bracket with two screw and sleeve

#REF! each #REF! #REF!

PART B WATER SUPPLY AND SANITARY WORK WORK

1 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 1000.00 1000.00 ltr. 7.30 7300.00

2 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

19.7.3 25 mm nominal outer dia pipes 1 40 #REF! rmt 258.00 #REF!

3 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. CONCEALED WORK including cutting chases and making good the walls etc.,

A 19.5.1 15 mm nominal outer dia .Pipes. 1 20.00 40.00 rmt 133.00 5320.00

B 19.5.2 20 mm nominal outer dia .Pipes. 1 20.00 40.00 rmt 167.00 6680.00

C 19.5.3 25 mm nominal outer dia .Pipes. 1 50.00 50.00 rmt 213.00 10650.00

4 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. a. 75mm dia Make: (Supreme/Finolex)

5 18.77 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.

18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°

18.77.2 Double "Y" with or without door

18.77.3 Vent cowel

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 all fittings and fixtures complete including cutting and making good the walls and floors wherever required :

18.4.1 White pedestal type 1 5.00 #REF! each 2882.00 #REF!

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 :

18.17.3 White size 450x325 mm 1 5 #REF! each 1203.00 #REF!

8 18.25 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

18.25.1 32 mm dia 1 5.00 #REF! each 68.50 #REF!

9 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:

B 19.14.3 Long body bib cock (500 grams) 1 2 2 each 426.00 852.00

C 19.14.7 Angle valve for basin mixer and geyser points (450gms) 1 15 15 each 382.00 5730.00

D 19.14.4 Piller Cock (400 grams) 1 5 5 each 398.00 1990.00

E 19.14.5 Two way bib cock (800 grams) 1 5 5 each 708.00 3540.00

F 19.14.14 Soap dish plate 1 5 5 each 163.00 815.00

G 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) 1 5 5 each 774.00 3870.00

H 19.14.3 Long body bib cock (500 grams) 1 1 #REF! each 426.00 #REF!

10 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):

19.16.1 25 mm nominal bore 1 3.00 #REF! each 436.00 #REF!

11 18.1 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with PTMT nuts and PVC bush of approved quality and colour:

18.10.2 45 CM length 1 6.00 #REF! each 66.50 #REF!

12 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 1 12.00 12.00 each 51.00 612.00

13 20.3 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/ cm², 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 2.70 kg as per standard design :

20.3.2 150 x 100 mm size P type. 2 #REF! each 1397.00 #REF!

14 20.29 Providing and constructing brick masonry chamber for underground pipe 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) RCC cover of suitable size and 75mm thick with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including reinforcement 8mm dia bars at 150mm both ways and MS hooks for lifting, including 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 :

Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or 1 5.00 #REF! each 1703.00 #REF!

15 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:

20.30.2 For 500x700 mm size 1 2.50 #REF! rmt 2853.00 #REF!

16 18.22 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board 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 :

18.22.2 560x410 mm bowl depth 215 mm. 1 1.00 #REF! each 6210.00 #REF!

SCHEDULE OF RATES OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

S.No SOR ITEM PARTICLAR OF ITEM UNIT RATE Rate In Words

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. cum 185.00 One Hundred Eighty Five Rupees

1.1.1 In all types of soils.

2 1.6 Extra for every additional lift of 1.5 m or part thereof. cum 26.50 Twenty Six Rupees

3 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

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. cum 2524.00 Two Thousand Five Hundred Twenty Four Rupees

5 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. cum 3596.00 Three Thousand Five Hundred Ninty Six Rupees

6 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: cum 3066.00 Three Thousand Sixty Six Rupees

7 3.9 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement. Cum 399.00 Three hundred Ninty Nine Rupees

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: Kg 46.00 Fourty Six Rupees

9 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: cum 216.00 Two hundred Sixteen Rupees

10 11.2 Providing and making 12mm thick cement plaster of mix: sqm 107.00 One Hundred Seven Rupees

11 11.9 Extra for providing and mixing water proofing materials in cement plaster work in proportion as recommended by manufacturer. Kg 41.00 Fourty One Rupees

12 11.5 Neat Cement punning. sqm 31.00 Thirty One Rupees

13 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 1513.00 One Thousand Five Hundred Thirteen Rupees

SCHEDULE OF RATES OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

FOR RAIN WATER HARVESTING

S.No SOR ITEM PARTICLAR OF ITEM UNIT RATE Rate In Words

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. CUM 185.00 One Hundred Eighty Five Rupees

2 1.6.1 Extra for every additional lift of 1.5 m or part thereof.All types of soils CUM 26.50 Twenty Six Rupees

3 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). CUM 2524.00 Two Thousand Five Hundred Twenty Four Rupees

4 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.gap for thermal expansion etc complete. RM 224.00 Two Hundred Twenty Four Rupees

5 18.77.3 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion 110 mm each 129.00 One Hundred Twenty Nine Rupees

6 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. pipe including bed concrete 150mm thick as per standard design:150 mm diameter S.W. pipe RM 386.00 Three Hundred Eighty Six Rupees

7 20.7.1 Constructing brick masonry manhole with well burnt modular clay brickscrushing 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 cementconcrete 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 : NOS 5936.00 Five Thousand Nine Hundred Thirty Six Rupees

8 21.1 Boring/drilling bore well perfectly vertical for the specified depth suitable toreceive 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.150 mm dia

21.1.4 All types of soil RM 339.00 Three Hundred Thirty Nine Rupees

21.1.9 Rocky strata including Boulders. RM 396.00 Three Hundred Ninty Six Rupees

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: cum 3066.00 Three Thousand Sixty Sxi Rupees

10 11.2 Providing and making 12mm thick cement plaster of mix: sqm 90.00 Ninty Rupees

11 21.4.3 Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized 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- charge150 mm nominal size dia. RM 546.00 Five Hundred Fourty Six Rupees

12 21.14.1 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). [Agreemented Item No.-227, Page-39 of 45] cum 863 Eight Hundred Sixty Three Rupees

13 21.14.2 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). [Agreemented Item No.-228, Page-39 of 45] cum 806 Eigh Hundred Six Rupees

12 21.14.3 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). [Agreemented Item No.-229, Page-40 of 45] cum 471 Four Hundred Seventy One Rupees

SCHEDULE OF RATES OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

S.No SOR ITEM PARTICLAR OF ITEM UNIT RATE Rate In Words

1 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well with in 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 1502.00 One Thousand Five Hundred Two Rupees

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 150 mm dia metre 339.00 Three Hundred Thirty Nine Rupees

21.1.9 Rocky strata including Boulders. 150 mm dia metre 396.00 Three Hundred Ninty Six Rupees

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. metre 424.00 Four Hundred Twenty Four Rupees

4 21.3 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge. meter 540.00 Five Hundred Fourty Rupees

Electrical SOR 2020

5 23.6 Supplying and fixing following dia HDPE pipe PE-80 Grade (8kg/sqcm) in single length in the suction/ delivery line of water supply pump etc. as required. meter 48.00 Fourty Eight Rupees

Electrical SOR 2020

6 23.7 Supplying and fixing of following sizes GM gate valve ISI mark in the suction/ delivery line etc. as required.

a 23.7.6 32 mm dia. Each 464.00 Four Hundred Sixty Four Rupees

b 23.7.7 25 mm dia. Each 402.00 Four Hundred Two Rupees

Electrical SOR 2020

7 12.1 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, etc. (but without charcoal or coke and salt) as required. Set 2861.00 Two Thousand Eigh Hundred Sixty One Rupees

Electrical SOR 2020

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 required. Each 17471.00 Seventeen Thousand Four Hundred Seventy One Rupees

Electrical SOR 2020

9 23.11 Supply, installation, testing and commissioning of 1-3 HP 1 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 required. a) Phase indicating lamps with fuses and toggle switches 1 set b) 1/2/3 HP 1 phase DOL starter with over load and no volt relay 1 No c) 25 A "C" curve DPMCB 1 No d) Voltmeter 0-250 V 1 set e) Ammeter 0-10 A 1 set Each 3555.00 Three Thousand Five Hundred Fifty Five Rupees

Electrical SOR 2020

10 23.14 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as required Mtr 56.00 Fifty Six Rupees

Electrical SOR 2020

11 23.15 Supplying and making water proof joint with heat shrinkable joint kit including copper ferrules for following size of 3 core submersible copper conductor cable of 1.1 KV grade as required. Each 230.00 Two Hundred Thirty Rupees

12 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 each 1055.00 One Thousand Fifty Five Rupees

13 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: each 217.00 Two Hundred Seventeen Rupees

DETAIL ESTIMATE AND ABSTRACT FOR CONSTRUCTION OF BALANCE WORK OF TAHSIL OFFICE GOBRA NAYAPARA, DISTT. RAIPUR (C.G.)

FOR PRECAST CONCRETE BLOCK AT ENTRANCE

S. No. I. No. PARTICULAR Measurement QTY UNIT RATE AMOUNT

building sor 2015

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 5maway from the dressed area).

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

1.1.1 In all types of soils.

for embankment concrete block 2 45.00 0.20 0.20 3.60

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.

3.1.1 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm

for embankment concrete block 2 45.00 0.20 0.10 1.80

4 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.

for embankment concrete block pcc 2 45.00 2.00 0.20 36.00

5 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415 (Make:- Tata / Sail / Goel /Jindal /Gk or Equivalent)

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

for embankment concrete block both side 2 45.00 0.10 0.20 1.80

7 Compacting Original Ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the subgrade level ,watered, graded and compacted in layers to meet requirement of table 300-2 for sub grade construction

8 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thickaverage complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

9 1.8 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

10 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in each deposited layer by ramming and watering with

For Footing (Total Excavated Earth) 3.60

Deduct : PCC Work - 1.80

20 Internal Water Supply : As per Drawing & Design Enclosed.

Water supply for Tahsil Office Building

As per Drawing & Design Enclosed.

(a) As per requirement of Tahsil Building Providing and fixing of approved make "B" class G.I. Pipe & fitting for water supply line with fittings, with all fittings such as such cocks and valves fitted and fix to the walls with G.I approved clamps at any floor or buried under ground including making necessary chases and holes in walls and floors or trenching etc and painting of pipe, complete with making good or refilling. including painting of pipe .(Make Jindal/Surya/Tata) B-class

Ø length as per the requirment of drawing and site condition.

Ø Providing and fixing vitreous china water closet squatting pan (Indian type) including cutting and making good the walls and floors where required: White Orissa pattern W.C. pan of size 580x440 mm as per drawing. (Make-Hindware/ Parryware/RAK) with 10 liter capacity PVC flushing cistern. 02 Nos.

Ø 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 all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type as per drawing. (Make-Hindware/ Parryware/RAK) 05 Nos.

Ø Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back half stall urinal of size 460x380x250mm as per drawing.. (Make-Hindware/ Parryware/RAK) 06 Nos.

Ø 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 : White Size 550x450 mm with pedestals comprising of glazed vitreous china of specified size with central slot for single valve, only and enamel of aluminum paint, cast iron brackets, 15mm C.P. brass (heavy type weight approx. 400 gms.) pillar cock 32 mm dia G.I. Waste coupling with C.P. chain and hard rubber plug 15mm lead inlet connection not less than 375mm in length with 15mm dia CP brass heavy angle cock 32 mm PVC. Waste pipe (bath care/ chilly make) with gully trap and brass cleaning thimble up to and outside of wall till gully trap or drain pipe with G.I. Clips including 40 mm G.I. pipe sleeve previously Embedded in correct position complete with all joints and making chases and holes in floors and walls, repairing the same with cement mortar (1:3) plastering and coloring to the original condition and painting of fittings etc. complete. (size 550mmx400mm) with all fittings required. as per drawing. (Make-Hindware/ Parryware/ RAK) 15 Nos.

Ø 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:

a) Bib cock (400 grams) as per drawing. 25 Nos.

b) Long body bib cock (500 grams) as per drawing. 02 Nos.

c) Two way Bib cock (800 gram) 05 Nos.

d) Stop cock (concealed) (600 grams) as per drawing. 15 Nos.

g) Toilet paper holder as per drawing. 05 Nos.

h) Soap dish plate as per drawing. 06 Nos

j) Towel rail (600mm long x 20mm dia) as per drawing. 06 Nos.

l) Providing and fixing stainless steel drain jali of approved make/quality. as per drawing. 14 Nos.

m) Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 40 mm nominal bore as per required. 06 Nos, 50 mm nominal bore as per required. 04 Nos.

n) Providing and placing in position C.I. sluice valves category “A” (Make Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., WAG) (with cap) complete: 100 mm diameter as per required. 08 Nos.

c) As per requirement and instruction of Engineer in charge Providing and fixing in position best Indian make gun metal high pressure full way or Gate valve (peets Pattern) with iron wheel head complete.

d) As per requirement Providing and fixing in position underground sewerage pipe SW PIPE /SN-8, SN-Stiffness class 8 KN/Sqmt. full round pipe with gasket and necessary joint material laid under ground over cement concrete 1:2:4 150mm thick and in proper radiant complete including excavation of trenches up to 2 meters depth and refilling of trenches.

(a) 100 mm dia (c.c. base 30cm wide)

(b) 150 mm dia (c.c. base 38cm wide)

e) As per requirement Providing and fixing in position ASQUARE MOUTH S.W. gully trap grade "A'' complete with C.I. grating brick masonry chamber with well burnt moduler clay bricks crushing strength not less than 35kg/cm2 water tight C.I. cover with frame of 300x300mm size (inside ) the weght of cover tobe not less than 4.5 kg and frame to be not less than 2.7 kg as per standard design ( 100x100mm size P type) 13 Nos.

f) Providing and hoisting and fixed in position water storage tanks polyethylene water storage tank made out of F.D.A. approved as per IS 1270-1996 HDPE materials suitable for rotational molding vertical type and capable of holding required capacity of water with in the permissible tolerance limit for HDPE materials with provision for inlet outlet and overflow connection with heavy duty nipple socket drain plug etc. to facilitate inter connection and providing overflow brass cock at any height & Standard weight. (2000 ltrs capacity in hostel building) with float valve. (Make-Sintex Double Layer)

g) As per requirement in hostel building Providing and fixing in position G.M. heavy ferrule including making holes of Pipes line and making gasket joints etc. complete inclusive of clamps.

20mm dia/25 mm dia

h) Constructing masonry chamber 30X30X50 mm inside modular brick for stop cock in CM 1:4 with C.I. surface box 100X100X75 mm with Hing cover etc complete as per requirement and instruction of Engineer in charge.

i) Constructing 60X60X75 mm inside modular brick for sluice valve in CM 1:4 with C.I. surface box 100X100X75 mm complete as per requirement and instruction of Engineer in charge.

j) Constructing 90X80cm inside modular brick in CM 1:4 with required depth i/c C.I. Cover with frame for sewerage complete as per requirement and instruction of Engineer in charge.

Note:-Final decision of water supply work and fittings/system giving by Engineer-in-charge if required

Assistant Engineer Executive Engineer Chhattisgarh Housing Board Chhattisgarh Housing Board Division,-IV, Raipur Division,-IV, Raipur

CHHATTISGARH HOUSING BOARD, CAPITAL PROJECT DIVISION, NAVA RAIPUR ATAL NAGAR

Name of Project - Construction of Balance Work of Tehsil Office at Gobra Nawapara, Dist-RAIPUR (C.G.)

GENERAL SPECIFICATION

1 Minimum plinth area as per attached Drawing G.F Builtup area = 470.46 Sqm or 5062.15 Sqft Terrace Floor = 14.26 Sqm or 153.43 Sqft Total Builtup area = 484.72 Sqm or 5215.58 Sqft

2 Plinth Height Not Less than 0.75 mtr from nearest Final finished road level

3 Minimum Floor Height Finished Floor top to Ceiling 3.60 mtr

4 Structure Design Only working plan and Elevation drawing of building shall be provided by the board. Other related all drawings i/c. complete copies of the RCC structure drawings, water supply, s/f and all other drawings/designs shall be provided by the contractor duly approved by government engineering college/N.I.T. and no extra payment shall be made for the same. Only building plan elevation shall be provided by the board.

5 Foundation & Structure Structure shall be fully framed structure with RCC Column footing & Slab beam as per design approved by the NIT/Government Engineering College.

6 Building foundations / RCC Frame structure RCC Framed structure with 1:1.5:3/M20 and above grade concrete as per structural designs.

7 Plinth Filling Only sand or hard moorum shall be used for filling in plinth.

8 Plan and Elevation Building plan and Elevation shall be strictly followed by the contractor.

9 Materials The contractor shall use only those building materials which is approved by the board/Engineer-in-charge.

10 Foundation & SuperStructure RCC Frame Structure with 1:1.5:3/ M20 concrete.

11 Masonry Masonry work in plinth with brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in Crushing strength should not be less than 40kg per sq cm. Cement Mortar 1:6 (1 cement : 6 coarse sand .

12 Base concrete C.C. 1:4:8 base concrete 10 cm thick under floor as per direction of Engineer-in-Charge.

13 D.P.C. Damp proof course of 1:2:4 cement concrete 40mm thick (with 10mm to 20 mm grade hard metal ) covered with bitumen and sand (1kg bitumen/sqm.) at plinth level to be done as per direction of Engineer-in-Charge

14 Masonry Work A) 20cm thick Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in: Cement Mortar 1:6 (1 cement : 6 coarse sand) for outer wall with sill conc. 1:2:4 and 10 cm for partition wall in CM 1:4 with RCC 1:1.5:3/M20 band of 10 cm thick with main bar of 8mm 4 bars and 8 mm dia ring @ 200 mm C/C at sill and lintel level.

15 Lintel & chhajja Complete RCC Lintel band in main and partition wall with lintel and chhajja at door/window opening with cement concrete 1:1.5:3/ M20 as per approved structure drawing.

16 Slab R.C.C. slab as per Structural Drawing approved by NIT/Government Engineering College.

17 Parapet wall Not less than 0.90 mtr height with 20 cm Brickwork with modular fly ash lime brick of class designation 4.0 in cement mortar 1:6 ( 1 cement : 6 coarse sand) with 12/15 mm thick cement plaster in cement mortar 1:5(1 cement : 5 Fine sand)

Flooring, Dado and skirting

18 All Rooms and Corridor Vitrified floor tiles with double charge/ multi charge size 600 x 600 mm with 10cm skirting (Make- orient, kajaria, RAK or equivalent)

19 Toilet floor Ceramic glazed floor tiles of size 300x300mm (Make-orient,kajaria,RAK or equivalent)

20 Toilet Wall & Water Room Ceramic glazed wall tiles conforming size above 200×300mm size upto 1.5m height. (Make-orient, kajaria, RAK or equivalent)

21 Porch 300 x 300 mm size industrial tiles. (Make-orient, kajaria, RAK or equivalent)

22 Steps, Staircase, Urinal partition & Ramp 15mm thick Table rubbed polished Granite Stone with molding as required. (Grey/Pink/Black)

23 Joinery All Door Frame –

First class Sal/Bija wood door frame for all doors with section of frame 0.125x0.075 m with required number of Hold Fast/Dash Fastner for in position. All frames should be make with seasoned wood and fully treated size as per required.

Door Shutters and Office Room Door

Main doors 35mm thick- Approved make - 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 including all SS fittings such as sliding door bolt, latch, tower bolt, handles, door stopper, hinges as approved by the Engineer-in-charge. (Make; - Green Board / National/ Century.)

Door shutter for WC / Bath

Providing & fixing factory made UPVC door frame made of UPVC profile section having anoverall 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 frames reinforced by galvanized M.S. tube of size 19x19mm and 1mm±0.1mm wall thickness and 3 Nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer in charge. 25mm thick Single Panel PVC door shutter including PVC door frame with all aproprite aluminum door fittings and hinges etc. complete. ISI make approved by Engineer in charge.

Main Gate:- For Main Gate Providing and fixing in position Collapssible Steel Shutter with Vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 0x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles i/c. applying a priming coat of red oxide zinc cromate primer. complete.

24 Window, ventilator Powder coated Three track aluminium sliding/openable window with 1.5mm section thickness conforming to IS: 733, IS: 1285 and shall be anodized transparent or dyed to approved shade for window, ventilater including 4mm thickness glass with all fitting etc. as approved by EIC. ( Make-Hindalco, Nalco or equivalent) Two pannel with glass shutter and one panel with 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.

Grill for windows and ventilator- MS grill of required size made up of Flate, Square bar and angle as per approved by Engineer-in-Charge

25 Plastering 12 / 15 mm thick inner and outer Cement Plaster in CM 1:5 & 6mm thick cement plaster in CM 1:4 in all exposed R.C.C. surface . 18mm plaster under layer of 12mm thick cement plaster 1:4 should be done to maintain elevation work.

26 Drip course 18 mm thick and 50mm wide plain cement mortar band in cement mortar 1:4 over chajja /slab bottom.

27 Neat cement Punning All chajja's top finished with neat cement punning.

28 Chicken Mesh 30cm wide chicken mesh shall be in all junction of brick work and RCC work.

29 Concrete Gola 3cm thick 7.5cm X 7.5cm concrete gola to be done at junction of wall and RCC slab/Chhajjas.

30 Painting / water proofing cement paint 1) PUTTY- wall care putty to Make surface even and smooth on inner surface. (Make- JK / Birla /Nerolac or equivalent)

2) INTERNAL PAINT & EXTERNAL PAINT-Painting inner wall with acrylic premium emulsion paint 2 or more coat to get even shade & ACRYLIC SMOOTH exterior paint (5 year warranty i/c two or more coat of cement primer before painting on outer wall. (Make-Asian, Dulux, Berger or equivalent)

31 Water Proofing in Roof Slab Grading roof for water proofing treatment with: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in terrace.

32 Painting on Door Shutter French sprit polish on new wood work (two or more coats) with spray machine after preparing surface by rubbing down smooth with sand papers, preparation of surface, applying 5 to 10 coats of French sprit polish as per manufacturers specifications complete.

Iron & Door Frame Premium Synthetic enamel paint two or more coats in approved shades of approved make as directed by Engineer– in – charge in door frames, wood work & iron work including priming coat with ready mix primer.

33 Stair Railing Minimum 0.90 mtr height S.S. Pipe railing with 50mm dia Top rail, 40mm dia vertical support & 20mm dia 3 nos. at mid portion shall be provided in staircase as per approved by Engineer in charge.

34 Internal Sanitary and Water Supply Fixtures C.P. fittings and other fixtures Nos. of fittings & fixtures as per the required and instruction of Engineer-in-charge ( Make-Hindware,Parryware or equivalent).

35 Over Head Tank Double layer ISI Polyethylene water storage tank 02 Nos. of 1000 Ltr (Make-Sintex, Vertex, Plasto or equivalent)

36 Water Supply/ Sanitary As per Drawing & Design

(a) As per requirement of Tahsil Building Providing and fixing of approved make "B" class G.I. Pipe & fitting for water supply line with fittings, with all fittings such as such cocks and valves fitted and fix to the walls with G.I approved clamps at any floor or buried under ground including making necessary chases and holes in walls and floors or trenching etc and painting of pipe, complete with making good or refilling. including painting of pipe .(Make Jindal/Surya/Tata) B-class

length as per the requirment of drawing and site condition.

Ø Providing and fixing vitreous china water closet squatting pan (Indian type) including cutting and making good the walls and floors where required: White Orissa pattern W.C. pan of size 580x440 mm as per drawing. (Make-Hindware/ Parryware/RAK) with 10 liter capacity PVC flushing cistern.

Ø 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 all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type as per drawing. (Make-Hindware/ Parryware/RAK)

Ø Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back half stall urinal of size 460x380x250mm as per drawing. (Make-Hindware/ Parryware/RAK)

Ø 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 : White Size 550x450 mm with pedestals comprising of glazed vitreous china of specified size with central slot for single valve, only and enamel of aluminum paint, cast iron brackets, 15mm C.P. brass (heavy type weight approx. 400 gms.) pillar cock 32 mm dia G.I. Waste coupling with C.P. chain and hard rubber plug 15mm lead inlet connection not less than 375mm in length with 15mm dia CP brass heavy angle cock 32 mm PVC. Waste pipe (bath care/ chilly make) with gully trap and brass cleaning thimble up to and outside of wall till gully trap or drain pipe with G.I. Clips including 40 mm G.I. pipe sleeve previously Embedded in correct position complete with all joints and making chases and holes in floors and walls, repairing the same with cement mortar (1:3) plastering and coloring to the original condition and painting of fittings etc. complete. (size 550mmx400mm) with all fittings required. as per drawing. (Make-Hindware/ Parryware/ RAK)

Ø 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:Make:-(Jaquar/Hindware/parryware)

a) Bib cock (400 grams) as per drawing.

b) Long body bib cock (500 grams) as per drawing.

c) Two way Bib cock (800 gram) as per drawing.

d) Stop cock (concealed) (600 grams) as per drawing.

g) Toilet paper holder as per drawing.

h) Soap dish plate as per drawing.

j) Towel rail (600mm long x 20mm dia) as per drawing.

l) Providing and fixing stainless steel drain jali of approved make/quality. as per drawing.

m) Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 40 mm nominal bore as per required. 06 Nos, 50 mm nominal bore as per required. 04 Nos.

n) Providing and placing in position C.I. sluice valves category “A” (Make Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., WAG) (with cap) complete: 100 mm diameter as per required.

c) As per requirement and instruction of Engineer in charge Providing and fixing in position best Indian make gun metal high pressure full way or Gate valve (peets Pattern) with iron wheel head complete.Make ( Surya/Zoloto/Neta)

d) 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.Make:-(Finolex/Supreme)

75mm & 110 mm dia PVC pipe for Toilet,110 mm dia PVC pipe for Rainwater with all necessary fittings such as Bend/Door Bend,Tee/Door Tee,Y/Double Y , vent covel and for underground sewerage line 150mm dia PVC pipe with 1:4:8 base concrete 150mm thick and incasing pipe with 1:2:4 cement concrete in proper gradiant.

e) As per requirement Providing and fixing in position ASQUARE MOUTH S.W. gully trap grade "A'' complete with C.I. grating brick masonry chamber with well burnt moduler clay bricks crushing strength not less than 35kg/cm2 water tight C.I. cover with frame of 300x300mm size (inside ) the weght of cover tobe not less than 4.5 kg and frame to be not less than 2.7 kg as per standard design ( 100x100mm size P type)

f) Providing and hoisting and fixed in position water storage tanks polyethylene water storage tank made out of F.D.A. approved as per IS 1270-1996 HDPE materials suitable for rotational molding vertical type and capable of holding required capacity of water with in the permissible tolerance limit for HDPE materials with provision for inlet outlet and overflow connection with heavy duty nipple socket drain plug etc. to facilitate inter connection and providing overflow brass cock at any height & Standard weight. (2000 ltrs capacity in hostel building) with float valve. (Make-Sintex Double Layer or equivalent)

g) Constructing masonry chamber 30X30X50 mm inside modular brick for stop cock in CM 1:4 with C.I. surface box 100X100X75 mm with Hing cover etc complete as per requirement and instruction of Engineer in charge.

h) Constructing 60X60X75 mm inside modular brick for sluice valve in CM 1:4 with C.I. surface box 100X100X75 mm complete as per requirement and instruction of Engineer in charge.

i) Constructing 90X80cm inside modular brick in CM 1:4 with required depth i/c C.I. Cover with frame for sewerage complete as per requirement and instruction of Engineer in charge.

37 Septic Tank AS per drawing and design inclosed in NIT/Approved by Engineer in charge.

38 Soak pit Providing & constructing Soak pit Size 1.20x1.20x1.20mtr filled with brickbats i/c 100mm Drain pipe.

39 Borewell & Submersible Pump Drilling of tubewell of 150mm dia at required depth as per ground water availibility with installation and testing of 1.5 HP submersible pump set for water supply system i/c. all necesarry electrical fittings Such as panel,Starter,cable etc.

40 Road for Approach to Building 3.50 mtr wide and minimum 150 mm thick cement concrete road 1:1.5:3/ M20 grade with base concrete 1:4:8 minimum 100mm thick

41 Rain water harvesting Providing and constructing Rainwater Harvesting system as per drawing and design/Approved by Enginner-in-charge.

42 Plinth protection 1.00 mtr wide & 200mm thick cement concrete 1:3:6 finished with Plaster & neat cement at all around the building.

WORKDONE AS PER ESTIMATED QUANTITY BY CONTRACTOR REKHA BHUTE AT TEHSILE OFFICE GOBRA NAWAPARA ABHANPUR,RAIPUR(C.G)

SNO. PWD SOR NO. PARTICULAR UNIT ESTIMATED & EXECUTED QTY RATE AMOUNT

1 1.2 Surface dressing Sqm 1000.00 7.20 7200

2 1.1.1 Excavation Footing cum 200.88 185.00 37163

3 1.6 Extra Depth cum 33.48 26.50 887

4 1.18 sand/moorum filling cum 15.81 371.00 5866

7 1.17 Back filling cum 134.97 65.00 8773

9 3.12.1 Reinforcement @ 105 kg/cum Kg 5729.64 54.50 312265

10 7.5.4 Brickwork upto plinth cum 3.23 3263.00 10539

11 - Borewell & pump - - - 184012

As per agreement 11.25% below PWD SOR 2015 -97114

(A) G.Total 766120

Payment already paid (B) 609821

Balance (A-B) 156299