NIT NO-77 DATE 20.08.2026

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

GENERAL ABSTRACT

CHHATTISGARH HOUSING BOARD CAPITAL PROJECT DIVISION NAVA RAIPUR, ATAL NAGAR

Name of Work- CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

S.No. Particular Amount 4387067.00

1 Cost of Civil Work & Water Supply RS. 4242153.00 3239173

2 Cost Of Septic Tank RS. 65554.00 15449

3 Cost of Rain Water Harvesting RS. 79360.00 #REF! #REF! 43071

4 Cost of Borewell i/c Pump installation with required fittings RS. 184012.00 58520

5 Cost of Internal Electrification and computer Networking with UPS system RS. 1422757.00

Total RS. 5993836.00

Add 15% Anticipated Tender Rate RS. 899075.00

Total RS. 6892911.00

Add 1% contingency charges RS. 68929.00

Add 8% Supervision charges RS. 551433.00

Total(A) RS. 7513273.00

5 OPTIONAL Furniture work(Executive chair,office chairs,waiting chairs ,office work station table & sofa set) (As per requirement) RS. 3239175.00

6 OPTIONAL Solar Power Backup Panel 10 KW on Grid (As per requirement) Approx. RS. 600000.00

Total RS. 3839175.00

Add 15% Anticipated Tender Rate RS. 575876.00

Total RS. 4415051.00

Add 1% contingency charges RS. 44151.00

Add 8% Supervision charges RS. 353204.00

Total(B) RS. 4812406.00

Total(A+B) RS. 12325679.00

Say Rs. In Lacs 123.26

AMOUNT PUT TO TENDER

CONSTRUCTION OF MODEL REGISTRY OFFICE BUILDING FOR SUB REGISTRAR AT PATHALGAO DIST. JASHPUR

S.N. Particular Amount

1 Cost of Civil Work & Water Supply RS. 3861028.00

2 Cost Of Septic Tank RS. 58710.00

3 Cost of Rain Water Harvesting RS. 67565.00

4 Cost of Borewell i/c Pump installation with required fittings RS. 157910.00

5 Cost of Internal Electrification and computer Networking with UPS system RS. 1257284.00

Total RS. 5402497.00

Say Rs. In Lacs 54.02

DRAFT NIT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT PATHALGAON DISTT. JASHPUR(C.G)

Based of PWD SOR For Building work Excluding VAT/GST Issued on date 15.04.2026

SN SOR I. No PARTICULAR QTY UNIT RATE QTY RATE IN FIGURE AMOUNT

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 302.39 2177.21 0.00 0.00 0.00 sqm 7.20 302.39 Seven Rupees Twenty Paise only 2177.00

2 1.1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils. 400.00 74000.00 28.22 5221.44 5.20 962.37 0.00 cum 185.00 433.43 One Hundred Eighty Five Rupees Only 80184.00

3 1.1.2 In ordinary rocks. 80.00 21360.00 0.00 0.00 0.00 cum 267.00 80.00 Two Hundred Sixty Rupees Only 21360.00

4 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soils 100.00 2650.00 8.06 213.70 0.87 22.98 0.00 cum 26.50 108.93 Twenty Six Rupees Fifty Paisa Only 2887.00

5 1.6.2 Extra for every additional lift of 1.5 m or part thereof. Ordinary or hard rocks 180.00 8550.00 0.00 0.00 0.00 cum 47.50 180.00 Fourty Seven Rupees Fifty Paisa Only 8550.00

6 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. 502.39 186386.15 12.82 4756.22 0.00 0.00 cum 371.00 515.21 Three Hundred Seventy One Rupees Only 191142.00

7 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). 9.25 25210.05 2.02 5495.62 0.68 1840.05 0.00 cum 2726.00 11.94 Two Thousand Seven Hundred Twenty Six Rupees Only 32546.00

8 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 387.70 25200.41 0.00 0.00 0.00 cum 65.00 387.70 Six Five Rupees Only 25200.00

9 3.3.2 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. M-25 grade 153.48 605311.91 1.58 6231.52 0.00 0.00 cum 3944.00 155.06 Three Thousand Nine Hundred Fouty Four Rupees Only 611543.00

10 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size 8.40 32103.28 0.00 0.00 0.00 cum 3820.00 8.40 Three Thousand Eight Hundred Fourty Rupees Only 32103.00

11 3.1.4 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). 1.46 4755.04 0.00 0.00 0.00 cum 3260.00 1.46 Three Thousand Two Hundred Sixty Rupees Only 4755.00

12 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 0.00 0.00 0.00 0.00 0.00 0.00

a GF 73.28 6522.32 0.00 0.00 0.00 cum 89.00 73.28 Eighty Nine Rupees Only 6522.00

b terrace 5.54 986.62 0.00 0.00 0.00 cum 178.00 5.54 One Hundred Seventy Eight Rupees Only 987.00

13 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 0.00 0.00 0.00 0.00 0.00 0.00

14 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. 469.50 63381.83 0.00 0.00 0.00 sqm 135.00 469.50 One Hundred Thirty Five Rupees Only 63382.00

15 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 167.00 48096.00 0.00 0.00 0.00 sqm 288.00 167.00 Two Hundred Eighty Eight Rupees Only 48096.00

16 2.1.8 Beams, lintels, cantilevers & walls 121.80 23872.02 0.00 0.00 0.00 sqm 196.00 121.80 One Hundred Ninety Six Rupees Only 23872.00

17 2.1.7 Suspended floors, roofs, access Kitchen Platform, balconies (plain surfaces) and shelves (cast in situ) 271.65 61937.25 10.96 2498.88 0.00 0.00 sqm 228.00 282.61 Two Hundred Twenty Eight Rupees Only 64436.00

18 2.1.13 Weather shade, chhajja, Cornices and mouldings 40.43 11522.55 0.00 0.00 0.00 sqm 285.00 40.43 Two Hundred Eight Five Rupees Only 11523.00

19 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like. 34.33 6111.10 0.00 0.00 0.00 cum 178.00 34.33 One Hundred Seventy Eight Rupees Only 6111.00

20 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. 0.00 0.07 30.96 0.00 0.00 cum 430.00 0.07 Two Hundred Eight Thirty Rupees Only 31.00

21 3.12.2 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 500D ) 18700.76 935038.00 110.60 5530.00 0.00 0.00 kg 50.00 18811.36 Fifty Rupees Only 940568.00

22 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work. 1.97 7660.92 0.00 0.00 0.00 cum 3888.00 1.97 Three Thousand Eight Hundred Eighty Eight Rupees Only 7661.00

23 7.5.4 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) 83.34 259100.33 8.42 26177.78 1.88 5844.92 0.00 cum 3109.00 93.64 Three Thousand One Hundred Nine Rupees Only 291123.00

24 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 0.00 0.00 0.00 0.00 0.00 0.00

a GF 32.43 3729.11 0.00 0.00 0.00 cum 115.00 32.43 One Hundred Fifteen Rupees Only 3729.00

b FF 15.44 3552.26 0.00 0.00 0.00 cum 230.00 15.44 Two Hundred Thirty Rupees Only 3552.00

25 7.11.2 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: Cement Mortar 1:4 (1 cement : 4 coarse sand) 180.32 65636.48 0.00 0.00 0.00 sqm 364.00 180.32 Three Hundred Sixty Four Rupees Only 65636.00

26 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: 180.32 1803.20 0.00 0.00 0.00 sqm 10.00 180.32 Ten Rupees Only 1803.00

27 8.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position. Sal, bijasal, benteak, khair, haldu 0.18 10128.45 0.00 0.00 0.00 cum 57791.00 0.18 FiftySeven Thousand Seven Hundred Ninety One Rupees Only 10128.00

28 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. in all doors 9.00 621.00 0.00 0.00 0.00 each 69.00 9.00 Sixty Nine Rupees Only 621.00

29 8.4.3 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 Dash fastener 12x100mm 9.00 333.00 0.00 0.00 0.00 each 37.00 9.00 Thirty Seven Rupees Only 333.00

30 8.137.1 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete. 300mm 3.00 675.00 0.00 0.00 0.00 each 225.00 3.00 Two Hundred Twenty Five Rupees Only 675.00

31 8.138.2 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete. 250mm 3.00 240.00 0.00 0.00 0.00 each 80.00 3.00 Eighty Rupees Only 240.00

32 8.139.1 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. 250 x10mm 3.00 276.00 0.00 0.00 0.00 each 92.00 3.00 Ninety Two Rupees Only 276.00

33 8.140.1 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.150 mm 6.00 138.00 0.00 0.00 0.00 each 23.00 6.00 Twenty Three Rupees Only 138.00

34 8.143.2 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.Double 3.00 186.00 0.00 0.00 0.00 each 62.00 3.00 Sixty Two Rupees Only 186.00

35 8.132.1 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete. 150x2.5mm (heavy) 12.00 1104.00 0.00 0.00 0.00 each 92.00 12.00 Ninety Two Rupees Only 1104.00

36 8.120.2 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete 250x16mm. 5.00 665.00 0.00 0.00 0.00 each 133.00 5.00 One Hundred Thirty Three Rupees Only 665.00

37 8.121.2 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete. 250x12mm 5.00 245.00 0.00 0.00 0.00 each 49.00 5.00 Fourty Nine Rupess Only 245.00

38 8.123.1 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete. 150 mm 10.00 290.00 0.00 0.00 0.00 each 29.00 10.00 Twenty Nine Rupees 290.00

39 8.122.2 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete. 200 x10mm 5.00 270.00 0.00 0.00 0.00 each 54.00 5.00 Fifty Rupees Only 270.00

40 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. 2.00 2746.00 0.00 0.00 0.00 each 1373.00 2.00 One Thousand Three Hundred Seventy Three Rupees Only 2746.00

41 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 pro cess complete all butexcluding hinges. 0.00 0.00 0.00 0.00 0.00 0.00

A 8.16.1 35 mm. thick (single leaf) 4.33 8126.83 0.00 0.00 0.00 sqm 1876.00 4.33 One Thousand Eight Hundred Seventy Six Rupees Only 8127.00

B 8.16.2 30 mm thick (single leaf) 4.10 6870.10 0.00 0.00 0.00 sqm 1674.00 4.10 One Thousand Six Hundred Seventy Four Rupees Only 6870.00

42 8.15 Extra for double leaf shutter instead of single leaf. 4.33 212.27 0.00 0.00 0.00 sqm 49.00 4.33 212.00

43 8.18 Providing and fixing lipping with second class teak wood lipping on alledges of shutters. 0.00 0.00 0.00 0.00 0.00 Fourty Nine Rupess Only 0.00

A 8.18.3 35 x 6 mm size 8.36 434.72 0.00 0.00 0.00 rmt 52.00 8.36 Fifty Two Rupees Only 435.00

B 8.18.2 30 x 6 mm size 29.00 1334.07 0.00 0.00 0.00 rmt 46.00 29.00 Fourty Six Rupees Only 1334.00

42 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. 613.50 38037.00 0.00 0.00 0.00 kg 62.00 613.50 Sixty Two Rupees Only 38037.00

43 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 24.75 8118.00 0.00 0.00 0.00 rmt 328.00 24.75 Three Hundred Twenty Eight Rupees Only 8118.00

44 8.152.2 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 andmanufacture. 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, bottomand 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 theM.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined togetherwith 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 PVCsolvent 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). #REF! #REF! #REF! #REF! #REF!

Both side Pre-laminated panel PVC door shutter 10.50 28150.50 0.00 0.00 0.00 sqm 2681.00 10.50 Two Thousand Six Hundred Eighty One Rupees Only 28151.00

45 9.47.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:) 181.89 55475.35 0.00 0.00 0.00 kg 305.00 181.89 Three Hundred Five Rupees Only 55475.00

46 9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately). 135.00 42120.00 0.00 0.00 0.00 kg 312.00 135.00 Three Hundred Twelve Rupees Only 42120.00 15520.59

47 9.51.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness 27.00 17631.00 0.00 0.00 0.00 sqm 653.00 27.00 Six Hundred Fifty Three Rupees Only 17631.00

48 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. 12.60 9185.40 0.00 0.00 0.00 sqm 729.00 12.60 Seven Hundred Twenty Nine Rupees Only 9185.00

49 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. 208.99 17137.34 0.00 0.00 0.00 sqm 82.00 208.99 Eight Two Rupees Only 17137.00

50 12.79.1 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 shade and size mentioned below (+/- 10mm) laid on 20mm thick cement mortar 1:4( 1 cement: 4 coarse sand) including grouting the joints with ehite cement and matching pigment etc. complete. Size 600x600mm thickness 9 to 10 mm 251.65 244604.95 0.00 0.00 0.00 sqm 972.00 251.65 Nine Hundred Seventy Two Rupees Only 244605.00

51 12.8.2 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 (forcompressive strength) of approved make, colours, shades and size oncement Mortar bed and jointing with grey cement slurry @ 3.3kg persqm including pointing in white cement mixed with matching pigmentcomplete.On floor, steps and risers over 20mm thick bed of cement Mortar 1:4 (1 cement : 4 coarse sand) 24.63 20022.56 0.00 0.00 0.00 sqm 813.00 24.63 Eight Thousand Thirteen Rupees Only 20023.00

52 12.45.1 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) Granite stone grey/pink 51.05 82392.15 0.00 0.00 0.00 sqm 1614.00 51.05 One Thousand Six Hundred Fourteen Rupees Only 82392.00

53 13.19.2 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. Granite work 199.68 30950.40 0.00 0.00 0.00 rmt 155.00 199.68 One Hundred Fifty Five Rupees Only 30950.00

54 12.74.1 Providing and Fixing rectified glazed ceramic Floor tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all colours, shades over 20 mm thick bed of cement mortar 1:3 ( 1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with matching pigment complete Size 300x300mm thickness 7 to 8 mm 10.48 7339.08 0.00 0.00 0.00 sqm 700.00 10.48 Seven Hundred Rupees Only 7339.00

55 12.75.1 Providing and Fixing rectified glazed ceramic Wall/dado tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all colours, shades over 12 mm thick bed of cement mortar 1:3 ( 1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with matching pigment complete Size 300 x 450 mm thickness 7 to 8 mm 54.74 34920.93 0.00 0.00 0.00 sqm 638.00 54.74 Six Hundred Thirty Eight Rupees Only 34921.00

56 11.1.2 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand) 329.68 27363.45 0.00 0.00 0.00 sqm 83.00 329.68 Eighty One Rupees Only 27363.00

57 11.2.1 Providing and making 12mm thick cement plaster of mix: In cement Mortar 1:3 (1 cement : 3 fine sa 0.00 43.40 4730.60 0.00 0.00 sqm 109.00 43.40 One Hundred Nine Rupees Only 4731.00

58 11.2.3 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand) 368.11 33865.81 0.00 19.92 1832.94 0.00 sqm 92.00 388.03 Ninety Two Rupees Only 35699.00

59 11.3.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand) 702.03 75818.82 0.00 0.00 0.00 sqm 108.00 702.03 One Hundred Eighty Rupees Only 75819.00

60 11.9 Extra for providing and mixing water proofing materials in cement plaster work in proportion as recommended by manufacturer. 0.00 43.40 1779.40 0.00 0.00 kg 41.00 43.40 Fourty One Rupees Only 1779.00

61 14.57 Providing and applying 2 mm thick white cement based Acrylic grade putty with minimum 3 coats applied @ 4.0 kg/ 10sqm as per relevant IS code 17545:2021 (product such As Asian trucare, Berger Happy Walls putty, Birla opus one pro smooth) to make the surface smooth and even with all tools tackles and labours etc complete for the work.(This item to be use in heigher grade painting works Item No. 14.65 888.03 79922.38 0.00 0.00 0.00 sqm 90.00 888.03 Ninety Rupees Only 79922.00

62 14.60 Providing and applying of acrylic primer on all surface applied @ 0.80 litrs/10 sqm as per relevant IS Code 15489-1974 ( Product such as Asian spark/suprimo, J.K Primer, Dulux Acrylic Primer) with all tools tackles and labour etc. complete for the work. 888.03 31080.92 0.00 0.00 0.00 sqm 35.00 888.03 Thirty Five Rupees Only 31081.00

63 14.65 Providing and applying Luxury Plastic emulsion paint with roller application minimum three coats applied @ 1.25 lit/ 10sqm up to final finish as per relevant Type-1 class D,C,B & A ( Glossy/semi Glossy and Matt, Egg shell or satin finish) of required shade (product such as Asian royale shyne, Dulux Velvet touch, Berger silk Luxury Emulsion, Nippon Impression Pearls, opus pure Elegance) inclusive of providing abro tape on edges and article and cleaning of dorr, window, floor and surface as required with all tools tackles and labour etc. complete for the work(with 4 years warranty) 888.03 89690.67 0.00 0.00 0.00 sqm 101.00 888.03 One Hundred Rupees Only 89691.00

64 14.69 Providing and applying exterior surface with PREMIUM HEAVY DUTY glossy or Matt finish Exterior Emulsion paint of required shade to give protective and water proof finish minimum three coats applied @ 1.43 lit/10sqm up to final finish as per relevant I.S. code 15489:2013 Type-2 Class D,C,B & A ( Glossy/matt/Egg shell finish)having high DFT and Silicon aditive for elastomaric property (product such as Asian Ultima, Dulux weathershield Maxx, Berger Weathercoat All Guard, nerolac Excel Total, Nippon Durafresh expert, opus Tru Look) inclusive of providing abro tape on edges and article and cleaning of dorr, window, floor and surface as required with all tools tackles and labour etc. complete for the work(with 4 years warranty) 511.79 53225.80 0.00 0.00 0.00 sqm 104.00 511.79 One Hundred Four Rupees Only 53226.00 19458.88 43071

65 14.72 Providing and applying Glossy finish Enamel paints minimum 2 coats in all surface applying @ 0.75 lit/ 10 sqm upto required finish as per relevant I.S code 2932:2013 of ( Product such as Asian apcolite Prium Enamel, Dulux Promise Premium Enamel ,Nerolac Synthetic Enamel, opus Prime enamel)inclusive of providing abro tape on edges and article and cleaning of dorr, window, floor and surface as required with all tools tackles and labour etc. complete for the work 45.39 5129.25 0.00 0.00 0.00 sqm 113.00 45.39 One Hundred Thirteen Rupees Only 5129.00

66 4.13.1 Grading roof for water proofing treatment with: Cement concrete 1:2;4 (1 cement : 2 coarse sand :4 graded stone aggrigate 20mm nominal size) 8.99 31212.21 0.00 0.00 0.00 cum 3473.00 8.99 Three Thousand Four Hundred Seventy Three Rupees Only 31212.00

67 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer. 2246.78 89871.04 0.00 0.00 0.00 kg 40.00 2246.78 Fourty Rupees Only 89871.00

68 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. 99.33 6456.45 0.00 0.00 0.00 rmt 65.00 99.33 Sixty Five Rupees Only 6456.00

69 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 52.77 1583.10 0.00 0.00 0.00 rmt 30.00 52.77 Thirty Rupees Only 1583.00

70 11.5 Neat Cement punning. 27.53 853.33 43.40 1345.40 0.00 0.00 sqm 31.00 70.93 Thirty One Rupees Only 2199.00

71 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. 5.76 17677.44 0.00 0.00 0.00 sqm 3069.00 5.76 Three Thousand Sixty Nine Rupees Only 17677.00

72 11.40 Making groove in cement plaster while plastering upto10 mm deep and 10 mm wide. front elevation 648.00 648.00 0.00 0.00 0.00 rmt 1.00 648.00 One Rupees Only 648.00

73 9.57.2 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe orsquare/ 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 75.92 36742.86 0.00 0.00 0.00 kg 484.00 75.92 Four Hundred Eighty Four Rupees Only 36743.00

74 9.61.2 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) 4mm thick 76.43 122905.87 0.00 0.00 0.00 sqm 1608.00 76.43 One Thousand Six Hundred Eight Rupees Only 122906.00

75 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1cement : 3 coarse sand : 6 graded crushed stone aggregate 20mmnominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. 55.40 13906.40 0.00 0.00 0.00 sqm 251.00 55.40 Two Hundred Fifty One Rupees Only 13906.00

76 10.61 Providing and fixing at all height false ceiling consisting of frame work "W"/ "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of22mm and 37mm at 1200mm centre to centre one flange fixed to theceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts tothe angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in adirection perpendicular to G.I. channel with connecting clips made out of 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. 202.83 127174.91 0.00 0.00 0.00 sqm 627.00 202.83 Six Thousand Twenty Seven Rupees Only 127175.00

PART B WATER SUPPLY AND SANITARY WORK WORK 0.00 0.00 0.00 0.00 0.00

77 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 1000.00 6680.00 0.00 0.00 0.00 ltr. 6.68 1000.00 Six Rupees Sixty Eight Paisa only 6680.00

78 19.7.3 Providing and fixing on wall surface G.I. pipes medium class completewith G.I. fittings and clamps, including cutting, making good the walls etc and testing of joints complete 25 mm nominal outer dia pipes 40.00 9440.00 0.00 0.00 0.00 rmt 236.00 40.00 Two Hundred Thirty Six Rupees Only 9440.00

79 19.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal 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 jointscomplete as per direction of Engineer inCharge. CONCEALED WORK including cutting chases and making good the walls etc., 0.00 0.00 0.00 0.00 0.00 0.00

A 19.5.1 15 mm nominal outer dia .Pipes. 40.00 4880.00 0.00 0.00 0.00 rmt 122.00 40.00 One Hundred Twenty Two Rupees Only 4880.00

B 19.5.2 20 mm nominal outer dia .Pipes. 40.00 6120.00 0.00 0.00 0.00 rmt 153.00 40.00 One Hundred Fifty Three Rupees Only 6120.00

C 19.5.3 25 mm nominal outer dia .Pipes. 50.00 9750.00 0.00 0.00 0.00 rmt 195.00 50.00 One Hundred Ninety Five Rupees Only 9750.00

80 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) 0.00 0.00 0.00 0.00 0.00 0.00

A 18.76.1 75mm dia pipe 25.00 4175.00 0.00 0.00 0.00 rmt 167.00 25.00 One Hundred Sixty Seven Rupees Only 4175.00

B 18.76.2 110mm dia pipe 130.00 31720.00 0.00 50.00 12200.00 0.00 rmt 244.00 180.00 Two Hundred Fourty Four Rupees Only 43920.00

81 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. 0.00 0.00 0.00 0.00

18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90° 0.00 0.00 0.00 0.00 0.00

A 18.77.1 75mm 40.00 4120.00 0.00 0.00 0.00 each 103.00 40.00 One Hundred Three Rupees Only 4120.00

B 18.77.2 110mm 60.00 8460.00 0.00 0.00 0.00 each 141.00 60.00 One Hundred Fourty One Rupees Only 8460.00

18.77.5 Double "Y" with or without door 0.00 0.00 0.00 0.00 0.00

C 18.77.6 75mm 10.00 1180.00 0.00 0.00 0.00 each 118.00 10.00 One Hundred Eighteen Rupees Only 1180.00

D 18.77.7 110mm 15.00 3075.00 0.00 0.00 0.00 each 205.00 15.00 Two Hundred Five Rupees Only 3075.00

F 18.77.15 Nahani trap 110x75mm 12.00 996.00 0.00 0.00 0.00 each 83.00 12.00 Eighty Rupees Only 996.00

82 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. 0.00 0.00 0.00 0.00 0.00

83 18.4.1 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 5.00 13190.00 0.00 0.00 0.00 each 2638.00 5.00 Two Thousand Six Hundred Thirty Eight Rupees Only 13190.00

84 18.17.3 Providing and fixing vitreous china wash basin with C.I. brackets, 32mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : White size 450x325 mm 5.00 5505.00 0.00 0.00 0.00 each 1101.00 5.00 One Thousand One Hundred One Rupees Only 5505.00

85 18.25.1 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.32 mm dia 6.00 378.00 0.00 0.00 0.00 each 63.00 6.00 Sixty Three Rupees Only 378.00

86 19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required: 0.00 0.00 0.00 0.00 0.00 0.00

A 19.14.1 Bib cock (450gms) 5 1750.00 0.00 0.00 0.00 each 350.00 5.00 Three Hundred Fifty Rupees Only 1750.00

B 19.14.3 Long body bib cock (500 grams) 2 780.00 0.00 0.00 0.00 each 390.00 2.00 Three Hundred Ninety Rupees Only 780.00

C 19.14.7 Angle valve for basin mixer and geyser points (450gms) 15 5250.00 0.00 0.00 0.00 each 350.00 15.00 Three Hundred Fifty Rupees Only 5250.00

D 19.14.4 Piller Cock (400 grams) 5 1820.00 0.00 0.00 0.00 each 364.00 5.00 Three Hundred Sixty Four Rupees Only 1820.00

E 19.14.5 Two way bib cock (800 grams) 5 3240.00 0.00 0.00 0.00 each 648.00 5.00 Six Hundred Fourty Rupees Only 3240.00

F 19.14.14 Soap dish plate 5 745.00 0.00 0.00 0.00 each 149.00 10.00 One Hundred Fourty Nine Rupees Only 1490.00

G 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) 5 3545.00 0.00 0.00 0.00 each 709.00 5.00 Seven Hundred Nine Rupees Only 3545.00

H 19.14.16 Towel rail (600mm long x 20mm dia) 5.00 1550.00 0.00 0.00 0.00 each 310.00 5.00 Three Hundred Ten Rupees Only 1550.00

87 19.16.1 Providing and fixing brass/ gun metal gate valve with C.I. wheel ofapproved quality (screwed end): 25 mm nominal bore 7.00 2793.00 0.00 0.00 0.00 each 399.00 7.00 Three Hundred Nine Rupees Only 2793.00

88 18.10.2 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with PTMT nuts and PVC bush of approved quality and colour: 45 CM length 10.00 610.00 0.00 0.00 0.00 each 61.00 10.00 Six One Rupees 610.00

89 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 12.00 564.00 0.00 0.00 0.00 each 47.00 12.00 Fourty Seven Rupees Only 564.00

90 20.20 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. pipesincluding bed concrete 150mm thick as per standard design: 200 mm diameter S.W pipe 85.00 38930.00 0.00 0.00 0.00 rmt 458.00 85.00 Four Hundred Fifty Eighty Rupees Only 38930.00

91 20.3.2 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 : 150 x 100 mm size P type. 4 5040.00 0.00 0.00 0.00 each 1260.00 4.00 One Thousand Two Hundred Sixty Rupees Only 5040.00

92 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 coarsesand) 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 : 2coarse 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 cementmortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design : 7 4830.00 0.00 0.00 0.00 each 690.00 7.00 Six Hundred Ninety Rupees Only 4830.00

93 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, 160mm 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 (1cement : 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 : 5 21265.00 0.00 0.00 0.00 each 4253.00 5.00 Four Thousand Two Hundred Fifty Three Rupees Only 21265.00

94 19.49 Constructing masonry Chamber 90x90x100 cm, inside with modular wellburnt 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 : 3 22014.00 0.00 0.00 0.00 each 7338.00 3.00 Seven Thousand Three Hundred Thirty Eight Rupees Only 22014.00

95 18.22.2 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sinkwithout 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 : 560x410 mm bowl depth 215 mm. 1.00 5685.00 0.00 0.00 0.00 each 5685.00 1.00 Five Thousand Six Hundred Eighty Five Rupees Only 5685.00

96 18.31 Providing and fixing 600x120x5mm glass shelf with edges rounded offsupported on anodised aluminium angle frame with C.P. brass bracketsand guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 5.00 1245.00 0.00 0.00 0.00 each 249.00 5.00 Two Hundred Fourty Nine Rupees Only 1245.00

97 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. 5.00 2740.00 0.00 0.00 0.00 each 548.00 5.00 Five Hundred Fourty Eighty Rupees Only 2740.00

98 20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbatsincluding S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. 0.00 1.00 1542.00 0.00 0.00 each 1542.00 1.00 One Thousand Five Hundred Fourty Two Rupees 1542.00

99 18.77.1.2 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion 110 mm 0.00 0.00 5.00 705.00 0.00 each 141.00 5.00 One Hundred Fourty One Rupees Only 705.00

100 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 0.00 0.00 50.00 19650.00 0.00 rmt 393.00 50.00 Three Hundred Ninety Three Rupees Only 19650.00

101 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 :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (lightduty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : each 0.00 0.00 2.00 12094.00 0.00 NOS 6047.00 2.00 Six Thousand Fourty Seven Rupees Only 12094.00

102 21.1.4 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 0.00 0.00 10.00 3390.00 0.00 rmt 339.00 10.00 Three Hundred Thirty Nine Rupees Only 3390.00

103 21.1.9 Rocky strata including Boulders. 0.00 0.00 10.00 3960.00 0.00 rmt 396.00 10.00 Three Hundred Ninety Six Rupees Only 3960.00

104 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. 0.00 0.00 18.00 9828.00 0.00 rmt 546.00 18.00 Five Hundred Fourty Six Rupees Only 9828.00

105 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] Stone boulders of size range 5 cm to 20 cm, in recharge pit. 0.00 0.00 0.89 764.56 0.00 cum 863.00 0.89 Eight Hundred Sixty Rupees Only 765.00

106 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] Gravels of size range 5 mm to 10 mm, over the existing layer of boulders 0.00 0.00 0.89 714.07 0.00 cum 806.00 0.89 Eight Hundred Six Rupees Only 714.00

107 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] Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel 0.00 0.00 0.89 417.28 0.00 cum 471.00 0.89 Four Hundred Seventy One Rupees Only 417.00

108 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. 0.00 0.00 0.00 0.00 0.00 0.00

A 21.1.4 150 mm dia. 0.00 0.00 0.00 90.00 30510.00 rmt 339.00 90.00 Three Hundred Thirty Nine Rupees Only 30510.00

B 21.1.9 150 mm dia. 0.00 0.00 0.00 75.00 29700.00 rmt 396.00 75.00 Three Hundred Ninety Six Rupees Only 29700.00

109 21.3.3 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. 0.00 0.00 0.00 30.00 16200.00 rmt 540.00 30.00 Five Hundred Fourty Rupees Only 16200.00

110 19.9.6 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 50 mm dia. nominal bore 0.00 0.00 0.00 50.00 18200.00 rmt 364.00 50.00 Three Hundred Sixty Four Rupees Only 18200.00

111 23.4.5 Supplying and fixing of following sizes 'B' class G I pipe with welded steel flange of suitable size at both the end of every pipe length, fixing with submersible pump and lowering with the pump in the bore well including necessary rubber gasket, nuts & bolts etc. as required. 40 mm dia. 0.00 0.00 0.00 80.00 18240.00 rmt 228.00 80.00 Two Hundred Twenty Eight Rupees Only 18240.00

112 23.7 Supplying and fixing of following sizes GM gate valve ISI mark in the suction/ delivery line etc. as required. 0.00 0.00 0.00 0.00 0.00

A 23.7.6 32 mm dia. 0.00 0.00 0.00 1.00 447.00 each 447.00 1.00 Four Hundred Fourty Seven Rupees Only 447.00

B 23.7.7 25 mm dia. 0.00 0.00 0.00 2.00 774.00 each 387.00 2.00 Three Hundred Eighty Seven Rupees Only 774.00

113 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. 0.00 0.00 0.00 1.00 2757.00 SET 2757.00 1.00 Two Thousand Seven hundred Fifty Seven Rupees Only 2757.00

114 23.3.2 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. 1.5 HP, single phase 0.00 0.00 0.00 2.00 29902.00 each 14951.00 2.00 Fourteen Thousand Nine Hundred Fifty One Rupees Only 29902.00

115 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 0.00 0.00 0.00 2.00 6852.00 each 3426.00 2.00 Three Thousand Four Hundred Twenty Six Rupees Only 6852.00

116 23.14.2 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as required3x2.5 sqmm 0.00 0.00 0.00 203.00 10962.00 each 54.00 203.00 Fifty Four Rupees only 10962.00

117 23.15.2 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. 3x2.5 sqmm 0.00 0.00 0.00 3.00 666.00 each 222.00 3.00 Two Hundred Twenty Two Rupees Only 666.00

118 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) 0.00 0.00 0.00 1.00 1502.00 point 1502.00 1.00 One Thousand five Hundred Two Rupees Only 1502.00

#REF! #REF! #REF! #REF! #REF!

GENERAL ABSTRACT

CHHATTISGARH HOUSING AND INFRASTRUCTURE DEVELOPMENT BOARD CAPITAL PROJECT DIVISION NAVA RAIPUR, ATAL NAGAR

Name of Work- CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

S.No. Particular Civil/ws Septic tank RWH Borewell

4 ADD ANTICIPATED TENDER RATE RS. 6000979 92825 105122 241966

DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE BUILDING FOR SUB REGISTRAR AT PATHALGAO DIST. JASHPUR

Based of PWD SOR For Building work Excluding VAT/GST Issued on date 15.04.2026

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.

1.1.2 In ordinary rocks.

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

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 0.90 180.00 cum 47.50 8550.00

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) 419.80

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.

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

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) 480.00

Deduct : PCC Work -9.25

RCC Work -83.05

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

Column upto Plinth 1 28 0.20 0.40 3.00 6.72

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

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) 64.88 cum

Total(C) 5.54 cum

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.

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

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

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:

terrace 5.54 cum 178.00 987.00

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

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 6.80 0.10 21.76

Footing RCC 32 1 6.00 0.40 76.80

Column upto plinth level 28 1 1.20 3.00 100.80

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

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

Column terrace level 1 4 1.20 2.25 10.80

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

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

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

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

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:

3.12.2 Thermo-Mechanically treated bars FE 500D )

Qty. of R.C.C. M 25 153.48

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

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

Column portion -5 0.40 0.20 3.50 -1.40

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:

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:

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

Deduction of opening

Window box side 2 10 0.60 1.50 18.00

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:

Qty same as above 180.32 sqm 10.00 1803.00

22 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

23 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.

in all doors 3 3.00 9.00

Total 9.00 each 69.00 621.00

24 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.

8.4.3 Dash fastener 12x100mm

in all doors 3 3.00 9.00

Total 9.00 each 37.00 333.00

25 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.

26 8.138 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete.

27 8.139 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.

28 8.140 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.

29 8.143 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.

30 8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.

Total 12.00 each 92.00 1104.00

31 8.120 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete.

32 8.121 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete.

33 8.123 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete.

34 8.122 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete.

35 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.

36 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)

B 8.16.2 30 mm thick (single leaf)

37 8.15 Extra for double leaf shutter instead of single leaf.

38 8.18 Providing and fixing lipping with second class teak wood lipping on all edges of shutters.

37 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.

38 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

39 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

40 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 5 0.60 0.60 5.00 9.00

For A.C.P frame

Front elevation

Total 17.76 Sqm 2.64

2.64 kg per sqm for A.C.P 2.64 17.76 46.89 B

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). 15520.59

Qty same as above Total 135.00 kg 312.00 42120.00

41 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):

9.51.2 With float glass panes of 5 mm thickness

ventilator 5 0.60 0.60 1.80

42 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.

43 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

44 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 shade and size mentioned below (+/- 10mm) laid on 20mm thick cement mortar 1:4( 1 cement: 4 coarse sand) including grouting the joints with ehite cement and matching pigment etc. complete.

12.79.1 Size 600x600mm thickness 9 to 10 mm

Skirting @ 10% 22.88

45 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)

46 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

window lining 2 8 1.80 0.28 7.98

Entrance Steps 1 3 2.90 0.30 2.61

47 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

Landing 1 2 1.34 2.68

window lining 4 8 1.80 57.60

48 12.74 Providing and Fixing rectified glazed ceramic Floor tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all colours, shades over 20 mm thick bed of cement mortar 1:3 ( 1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with matching pigment complete

12.74.1 Size 300x300mm thickness 7 to 8 mm

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

49 12.75 Providing and Fixing rectified glazed ceramic Wall/dado tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all colours, shades over 12 mm thick bed of cement mortar 1:3 ( 1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with matching pigment complete

12.75.1 Size 300 x 450 mm thickness 7 to 8 mm

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

50 11.1 Providing and making 6mm thick cement plaster of mix:

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

Total 271.10 sqm

10% for beam and column offset 27.11

ventilator 2 5 0.80 0.60 4.800

Ramp chhajja 1 1 4.57 0.90 4.113

mumty door chhajja 1 1 4.40 0.60 2.640

51 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.3 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

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 589.82 sqm

50% for 12 mm plaster Total 294.91 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 368.11 sqm 92.00 33866.00

52 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 294.91 A

Box window wall outer 2 8 1.70 0.60 16.32

Total 15mm Plaster A+B 702.03 sqm 108.00 75819.00

53 14.57 Providing and applying 2 mm thick white cement based Acrylic grade putty with minimum 3 coats applied @ 4.0 kg/ 10sqm as per relevant IS code 17545:2021 (product such As Asian trucare, Berger Happy Walls putty, Birla opus one pro smooth) to make the surface smooth and even with all tools tackles and labours etc complete for the work.(This item to be use in heigher grade painting works Item No. 14.65

As per 6mm Plaster 298.21

As per 12mm Plaster 294.91

As per 15mm Plaster 294.91

54 14.60 Providing and applying of acrylic primer on all surface applied @ 0.80 litrs/10 sqm as per relevant IS Code 15489-1974 ( Product such as Asian spark/suprimo, J.K Primer, Dulux Acrylic Primer) with all tools tackles and labour etc. complete for the work.

As per 6mm Plaster 298.21

As per 12mm Plaster 294.91

As per 15mm Plaster 294.91

55 14.65 Providing and applying Luxury Plastic emulsion paint with roller application minimum three coats applied @ 1.25 lit/ 10sqm up to final finish as per relevant Type-1 class D,C,B & A ( Glossy/semi Glossy and Matt, Egg shell or satin finish) of required shade (product such as Asian royale shyne, Dulux Velvet touch, Berger silk Luxury Emulsion, Nippon Impression Pearls, opus pure Elegance) inclusive of providing abro tape on edges and article and cleaning of dorr, window, floor and surface as required with all tools tackles and labour etc. complete for the work(with 4 years warranty)

As per 6mm Inner Plaster 298.21

As per 12mm inner Plaster 294.91

As per 15mm inner Plaster 294.91 468202

Total Total 888.03 sqm 101.00 89691.00

56 14.69 Providing and applying exterior surface with PREMIUM HEAVY DUTY glossy or Matt finish Exterior Emulsion paint of required shade to give protective and water proof finish minimum three coats applied @ 1.43 lit/10sqm up to final finish as per relevant I.S. code 15489:2013 Type-2 Class D,C,B & A ( Glossy/matt/Egg shell finish)having high DFT and Silicon aditive for elastomaric property (product such as Asian Ultima, Dulux weathershield Maxx, Berger Weathercoat All Guard, nerolac Excel Total, Nippon Durafresh expert, opus Tru Look) inclusive of providing abro tape on edges and article and cleaning of dorr, window, floor and surface as required with all tools tackles and labour etc. complete for the work(with 4 years warranty) 19458.88 43071

As per 6mm Outer Plaster 31.47

As per 12mm Outer Plaster 73.20

As per 15mm Outer Plaster 407.12

57 14.72 Providing and applying Glossy finish Enamel paints minimum 2 coats in all surface applying @ 0.75 lit/ 10 sqm upto required finish as per relevant I.S code 2932:2013 of ( Product such as Asian apcolite Prium Enamel, Dulux Promise Premium Enamel ,Nerolac Synthetic Enamel, opus Prime enamel)inclusive of providing abro tape on edges and article and cleaning of dorr, window, floor and surface as required with all tools tackles and labour etc. complete for the work

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

58 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)

59 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

59 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 5 0.80 4.00

Ramp chhajja 1 1 4.57 4.57

mumty door chhajja 1 1 4.40 4.40

60 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 5 0.80 4.00

Ramp chhajja 1 1 4.57 4.57

mumty door chhajja 1 1 4.40 4.40

61 11.5 Neat Cement punning.

ventilator 1 5 0.80 0.60 2.40

Ramp chhajja 1 1 4.57 0.90 4.11

mumty door chhajja 1 1 4.40 0.60 2.64

62 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

63 11.40 Making groove in cement plaster while plastering upto10 mm deep and 10 mm wide.

front elevation

64 9.57.2 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

65 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

66 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.

67 10.61 Providing and fixing at all height false ceiling consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of

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.

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. 6.68 6680.00

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 40.00 rmt 236.00 9440.00

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 122.00 4880.00

B 19.5.2 20 mm nominal outer dia .Pipes. 1 40.00 40.00 rmt 153.00 6120.00

C 19.5.3 25 mm nominal outer dia .Pipes. 1 50.00 50.00 rmt 195.00 9750.00

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)

18.76.2 110mm dia pipe

B for drainage 1 45.00 45.00 rmt

for RWH 1 35.00 35.00 rmt

for sewer line 1 50.00 50.00 rmt

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°

18.77.5 Double "Y" with or without door

18.77.8 Vent cowel

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.

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 :

18.4.1 White pedestal type 1 5.00 5.00 each 2638.00 13190.00

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 :

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

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:

B 19.14.3 Long body bib cock (500 grams) 1 2 2 each 390.00 780.00

C 19.14.7 Angle valve for basin mixer and geyser points (450gms) 1 15 15 each 350.00 5250.00

D 19.14.4 Piller Cock (400 grams) 1 5 5 each 364.00 1820.00

E 19.14.5 Two way bib cock (800 grams) 1 5 5 each 648.00 3240.00

F 19.14.14 Soap dish plate 1 5 5 each 149.00 745.00

G 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) 1 5 5 each 709.00 3545.00

I 19.14.14 Soap dish plate 1 5.00 5.00 each 149.00 745.00

J 19.14.16 Towel rail (600mm long x 20mm dia) 1 5.00 5.00 each 310.00 1550.00

11 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 7.00 7 each 399.00 2793.00

12 18.10 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with PTMT nuts and PVC bush of approved quality and colour:

13 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 1 12.00 12.00 each 47.00 564.00

14 20.20 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:

20.2.3 200 mm diameter S.W pipe

for sewer line 1 50.00 50.00

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 :

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 :

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 :

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 :

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 :

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.

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.

Total 4242153.00

Total 5005741.00

Add 20 % Anticipated Tender rate 1001148.00

G.Total 6006889.00

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.

1.1.2 In ordinary rocks.

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

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 1.30 180.00 cum 47.50 8550.00

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

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

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) 480.00

Deduct : PCC Work #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

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. 155.06

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

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

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:

terrace 5.54 cum 195.00 1081.00

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

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

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

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

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

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

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

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 25 153.48

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

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

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:

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

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

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 9.00 each 72.50 653.00

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.

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

Total 12.00 each 97.50 1170.00

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)

B 8.16.2 30 mm thick (single leaf)

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.

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

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

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

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

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.

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

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

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)

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

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.

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

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

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

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 368.11 sqm 96.50 35522.00

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 702.03 sqm 113.00 79329.00

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

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 888.03 sqm 44.50 39517.00

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

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

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)

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

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

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

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

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

front elevation

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

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

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 40.00 rmt 258.00 10320.00

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 5.00 each 2882.00 14410.00

7 18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :

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

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 7 each 436.00 3052.00

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:

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 :

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 3.00 each 1703.00 5109.00

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 :

GENERAL ABSTRACT

CHHATTISGARH HOUSING BOARD CAPITAL PROJECT DIVISION NAVA RAIPUR, ATAL NAGAR

Name of Work- CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

S.No. Particular Amount

1 Cost of Civil Work & Water Supply RS. 7026611.00 3239173 2784458.00

2 Cost Of Septic Tank RS. 69101.00

3 Cost of Rain Water Harvesting RS. 79360.00 -699751.00 3938924.00

4 Cost of Borewell i/c Pump installation with required fittings RS. 184012.00

5 Cost of Internal Electrification and computer Networking with UPS system RS. 2845514.00

Total RS. 10204598.00

Add 1% contingency charges RS. 102046.00

Add 8% Supervision charges RS. 816368.00

Total(A) RS. 918414.00

6 OPTIONAL Furniture work(Executive chair,office chairs,waiting chairs ,office work station table & sofa set) (As per requirement) RS. 6478352.00

7 OPTIONAL Solar Power Backup Panel 10 KW on Grid (As per requirement) Approx. RS. 600000.00

Total RS. 7078352.00

Add 15% Anticipated Tender Rate RS. 1061753.00

Total RS. 8140105.00

Add 1% contingency charges RS. 81401.00

Add 8% Supervision charges RS. 651208.00

Total(A+B) RS. 9791128.00

Say Rs. In Lacs 97.91

DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR 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.

1.1.2 In ordinary rocks.

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

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 0.90 180.00 cum 47.50 8550.00

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) 419.80

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.

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

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) 480.00

Deduct : PCC Work -9.25

RCC Work -83.05

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

Column upto Plinth 1 28 0.20 0.40 3.00 6.72

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

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) 64.88 cum

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

Distric registrar office 1 1 4..27 5.49 0.15 0.82

registrar chamber 1 1 2.74 4.00 0.15 1.64

reader cabin 1 1 2.74 3.17 0.15 1.30

waiting hall 1 1 6.10 7.44 0.15 6.81

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(C) 45.44 cum

Total(D) 5.54 cum

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.

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

Ramp chhajja 1 1 4.57 0.90 0.10 0.41

mumty door chhajja 1 1 4.40 0.60 0.10 0.26

Entrance step 1 2 2.90 0.30 0.15 0.26

Chhajja top and bottom 2 7 2.00 0.60 0.10 1.68

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

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 ground floor 73.19 cum 97.50 7136.00

First floor 52.63 cum 195.00 10263.00

terrace 5.54 cum 292.50 1621.00

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

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 6.80 0.10 21.76

Footing RCC 32 1 6.00 0.40 76.80

Column upto plinth level 28 1 1.20 3.00 100.80

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

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

Ground Floor + first floor

Column terrace level 2 4 1.20 2.25 21.60

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

outer wall 2 2 5.49 0.20 4.39

inner wall 2 1 4.26 0.20 1.70

Ground floor + first floor

Horizontel 2 1 3.10 1.00 6.20

A.toilet & C.toilet 2 3 1.52 1.00 9.12

Male toilet+female toilet+Handi. Toilet 2 2 0.47 1.00 1.88

A.toilet & C.toilet 2 1 2.74 1.00 5.48

Male toilet+female toilet+Handi. Toilet 2 1 2.15 1.00 4.30

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

Distric registrar office 1 1 4..27 5.49 5.49

registrar chamber 1 1 2.74 4.00 10.96

reader cabin 1 1 2.74 3.17 8.69

record room 1 1 7.62 7.59 57.84

waiting hall 1 1 6.10 7.44 45.38

staff cabin 1 1 4.27 6.30 26.90

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

14 2.1.13 Weather shade, chhajja, Cornices and mouldings

Ground + first floor

mumty door chhajja 1 1 4.40 0.60 2.64

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

outer wall 1 2 5.49 0.10 1.10

inner wall 1 1 4.26 0.10 0.43

Parapet coping 2 1 56.53 0.10 11.31

mumty coping 2 2 4.20 0.10 1.68

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:

3.12.2 Thermo-Mechanically treated bars FE 500D )

Qty. of R.C.C. M 25 198.92

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

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

Column portion -5 0.40 0.20 3.50 -1.40

Column portion -5 0.40 0.20 3.50 -1.40

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:

Terrace 15.44 cum 363.00 5606.00

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

inner wall 1 1 4.26 3.50 14.91

Window box side 2 10 0.60 1.50 18.00

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:

Qty same as above 208.08 sqm 11.00 2289.00

22 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

23 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.

in all doors 9 3.00 27.00

Total 27.00 each 72.50 1958.00

24 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.

8.4.3 Dash fastener 12x100mm

in all doors 9 3.00 27.00

Total 27.00 each 39.00 1053.00

25 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.

26 8.138 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete.

27 8.139 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.

28 8.140 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.

29 8.143 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.

30 8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.

Total 30.00 each 97.50 2925.00

31 8.120 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete.

32 8.121 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete.

33 8.123 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete.

34 8.122 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete.

35 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.

36 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)

B 8.16.2 30 mm thick (single leaf)

37 8.15 Extra for double leaf shutter instead of single leaf.

38 8.18 Providing and fixing lipping with second class teak wood lipping on all edges of shutters.

37 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.

38 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

39 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

40 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

For A.C.P frame

Front elevation

Total 76.43 Sqm 2.64

2.64 kg per sqm for A.C.P 2.64 76.43 201.79 B

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).

Qty same as above Total 498.79 kg 338.00 168590.00

41 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):

9.51.2 With float glass panes of 5 mm thickness

ventilator 10 0.60 0.60 3.60

42 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.

43 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 2 5 4.17 0.30 12.51

A.toilet & C.toilet 2 1 2.94 0.30 1.76

Male toilet+female toilet+Handi. Toilet 2 1 4.56 0.30 2.74

A.toilet & C.toilet 2 1 1.83 0.30 1.10

Male toilet+female toilet+Handi. Toilet 2 2 1.52 0.30 1.82

44 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

Total(B) 172.89 sqm

Total(A+B) 401.66

Skirting @ 10% 40.17

45 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)

46 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% 4.60

pantry plateform 1 1 2.44 0.60 1.46

window lining 2 18 1.80 0.28 17.95

Entrance Steps 1 3 2.90 0.30 2.61

47 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

Landing 2 2 1.34 5.36

pantry plateform 1 1 2.44 2.44

window lining 4 18 1.80 129.60

48 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

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

49 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 2.44 0.6 1.46

male toilet 1 1 1.22 2.10 2.56

Female Toilet 1 1 1.22 2.10 2.56

handicap toilet 1 1 1.52 2.10 3.19

50 11.1 Providing and making 6mm thick cement plaster of mix:

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

add 10% for beam and column offset 45.26

ventilator 2 10 0.80 0.60 9.600

Ramp chhajja 1 1 4.57 0.90 4.113

mumty door chhajja 1 1 4.40 0.60 2.640

51 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

Toilet wall 2 2 1.22 1.65 8.05

Dist. Regi. Sitting 1 2 4.27 3.60 30.74

DR chamber 1 2 2.75 3.60 19.76

record room 1 2 7.60 3.60 54.72

reader chamber 1 2 2.75 3.60 19.76

Stano room 1 2 6.30 3.60 45.39

Stairs area 1 2 4.27 3.90 33.31

Toilet wall 2 2 1.22 1.65 8.05

Total 952.86 sqm

50% for 12 mm plaster Total 476.43 A

Box window wall inner 2 15 1.50 0.60 27.00

Parapet inner side 1 1 56.53 0.90 50.88

Total 12mm Plaster A+B 568.71 sqm 96.50 54880.00

52 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 476.43 A

Box window wall outer 2 15 1.70 0.60 30.60

Total 15mm Plaster A+B 1066.33 sqm 113.00 120496.00

53 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 452.65

As per 12mm Plaster 476.43

As per 15mm Plaster 476.43

54 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

As per 6mm Plaster 452.65

As per 12mm Plaster 476.43

As per 15mm Plaster 476.43

55 14.11 Wall painting with acrylic Luxury emulsion (plastic) paint of required

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

As per 6mm Inner Plaster 452.65

As per 12mm inner Plaster 476.43

As per 15mm inner Plaster 476.43

Total Total 1405.50 sqm 52.50 73789.00

56 14.17 Painting exterior surface with TEXTURED exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.17.1 On new work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm

As per 6mm Outer Plaster 63.63

As per 12mm Outer Plaster 92.28

As per 15mm Outer Plaster 589.90

57 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 8 5.80 0.28 12.99

58 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)

59 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

59 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 18 2.00 36.00

W2 window 1 4 1.40 5.60

ventilator 1 10 0.80 8.00

Ramp chhajja 1 1 4.57 4.57

mumty door chhajja 1 1 4.40 4.40

60 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 18 2.00 36.00

W2 window 1 4 1.40 5.60

ventilator 1 10 0.80 8.00

Ramp chhajja 1 1 4.57 4.57

mumty door chhajja 1 1 4.40 4.40

61 11.5 Neat Cement punning.

ventilator 1 10 0.80 0.60 4.80

Ramp chhajja 1 1 4.57 0.90 4.11

mumty door chhajja 1 1 4.40 0.60 2.64

62 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

63 11.40 Making groove in cement plaster while plastering upto10 mm deep and 10 mm wide.

front elevation

64 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 2 5.78 0.90 10.40

65 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

66 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.

67 10.61 Providing and fixing at all height false ceiling consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of

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.

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 2 1000.00 2000.00 ltr. 7.30 14600.00

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 45 45.00 rmt 258.00 11610.00

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. 2 40.00 80.00 rmt 133.00 10640.00

B 19.5.2 20 mm nominal outer dia .Pipes. 2 40.00 80.00 rmt 167.00 13360.00

C 19.5.3 25 mm nominal outer dia .Pipes. 2 50.00 100.00 rmt 213.00 21300.00

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)

18.76.2 110mm dia pipe

B for drainage 2 45.00 90.00 rmt 267.00 24030.00

for sewer line 2 50.00 100.00 rmt 267.00 26700.00

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 0.00

18.77.3 Vent cowel

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.

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 :

18.4.1 White pedestal type 1 9.00 9.00 each 2882.00 25938.00

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 :

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

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:

B 19.14.3 Long body bib cock (500 grams) 1 4 4 each 426.00 1704.00

C 19.14.7 Angle valve for basin mixer and geyser points (450gms) 1 25 25 each 382.00 9550.00

D 19.14.4 Piller Cock (400 grams) 1 9 9 each 398.00 3582.00

E 19.14.5 Two way bib cock (800 grams) 1 9 9 each 708.00 6372.00

F 19.14.14 Soap dish plate 1 9 9 each 163.00 1467.00

G 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) 1 9 9 each 774.00 6966.00

I 19.14.14 Soap dish plate 1 9.00 9.00 each 163.00 1467.00

J 19.14.16 Towel rail (600mm long x 20mm dia) 1 9.00 9.00 each 338.00 3042.00

11 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 7.00 7 each 436.00 3052.00

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:

13 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 1 20.00 20.00 each 51.00 1020.00

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:

for sewer line 1 50.00 50.00

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 :

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 :

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 :

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 :

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 :

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.

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.

Total 7026611.00

DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE BUILDING FOR SUB REGISTRAR AT PATHALGAO DIST. JASHPUR

Based of PWD SOR For Building work Excluding VAT/GST Issued on date 15.04.2026

S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QTY UNIT RATE AMOUNT

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

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

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. TOTAL EXCAVATION 28.22

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.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 1 4.80 2.80 0.15 2.02 cum 2726.00 5495.62

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.

3.3.2 M-25 grade

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:

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

Buffel Wall 2 2.00 0.10 1.50 0.60

TOTAL QUANTITY 8.42 cum 3109.00 26177.78

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.

8 3.12.2 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

Thermo-Mechanically treated bars FE 500D 1.58 70.00/Kg 110.6 Kg 50.00 5530.00

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:

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

TOTAL QUANTITY 10.96 cum 228.00 2498.88

10 11.2.1 Providing and making 12mm thick cement plaster of mix: In cement Mortar 1:3 (1 cement : 3 fine sand)

Buffel Wall 2 2 1.65 6.60

11 11.9 QTY. SAME AS ABOVE 43.40 Kg 41.00 1779.40

12 11.5 Neat Cement punning. QTY. SAME AS ABOVE 43.40 sqm 31.00 1345.40

13 20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbatsincluding S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. 1 1 1.00 each 1542.00 1542.00

Total Rs. 65554.00

Add 18% GST 11800.00

Add 20 % Anticipated Tender rate 15471.00

G.Total 92825.00

DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE BUILDING FOR SUB REGISTRAR AT PATHALGAO DIST. JASHPUR

FOR RAIN WATER HARVESTING

Based of PWD SOR For Building work Excluding VAT/GST Issued on date 15.04.2026

S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QTY UNIT RATE AMOUNT

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

HARVESTING CHAMBER 1 1.70 1.70 1.80 5.202 CUM 185.00 962.37

2 1.6.1 Extra for every additional lift of 1.5 m or part thereof.All types of soils

HARVESTING CHAMBER 1 1.70 1.70 0.30 0.867 CUM 26.50 22.98

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). 1 1.50 1.50 0.30 0.675 CUM 2726.00 1840.05

HARVESTING CHAMBER

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. 110 mm dia pipe 1 50.00 50.00 RM 244.00 12200.00

5 18.77.1.2 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion 110 mm 1 5.00 5.00 each 141.00 705.00

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 1 50.00 50.00 RM 393.00 19650.00

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 :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (lightduty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : each

8 21.1.4 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 1 10.00 10.00 RM 339.00 3390.00

21.1.9 Rocky strata including Boulders. 1 10.00 10.00 RM 396.00 3960.00

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:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 1 4.71 0.20 2.00 1.88 cum 3109.00 5857.36

10 11.2 Providing and making 12mm thick cement plaster of mix:

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

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. 1 18.00 18.00 RM 546.00 9828.00

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] Stone boulders of size range 5 cm to 20 cm, in recharge pit.

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] Gravels of size range 5 mm to 10 mm, over the existing layer of boulders

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] Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel

Total Rs. 74239.00

Add 18% GST 13363.00

Add 20 % Anticipated Tender rate 17520.00

G.Total 105122.00

DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

Based of PWD SOR For Building work Excluding VAT/GST Issued on date 15.04.2026 and Electrical & Mechanical work with effect from 10.06.2026

S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QUANTITY UNIT RATE AMOUNT

1 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.

3 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.

21.3.3 150 mm nominal size dia.

4 19.9.6 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 50 mm dia. nominal bore

Electrical SOR 2026

5 23.4.5 Supplying and fixing of following sizes 'B' class G I pipe with welded steel flange of suitable size at both the end of every pipe length, fixing with submersible pump and lowering with the pump in the bore well including necessary rubber gasket, nuts & bolts etc. as required. 40 mm dia.

Electrical SOR 2026

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

Electrical SOR 2026

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. 1 1 1.00 Set 2757.00 2757.00

Electrical SOR 2026

8 23.3.2 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. 1.5 HP, single phase

Electrical SOR 2026

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 2 2.00 Each 3426 6852.00

Electrical SOR 2026

10 23.14.2 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as required3x2.5 sqmm

Electrical SOR 2026

11 23.15.2 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. 3x2.5 sqmm

12 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) 1 1.00 1.00 point 1502.00 1502.00 7387

Add 18% GST 30008.00

Total 196720.00

Add 20 % Anticipated Tender rate 39344.00

G.Total 236064.00

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

DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

S. No. SOR EMNO ITEM No. L B D Qty Unit Rala Amount

1 12.0 Supplying & Installing in position, factory made, first quality, Office Work Station with side storage unit as per approved furniture selection document, design & specified size and comprising of table top made out of 18mm thick prelaminated commercial plywood. The edges shall be provided with 2mm thick PVC edge banding matching to the shade of the laminate. The legs shall comprise of 50mm x 50mm square pipes made out of minimum 2mm thick CRCA powder coated steel sections with 40mm x 20mm cross beams. The understructure & other elements of the unit such as storage compartments, drawers shall be made up of minimum 2mm thick CRCA powderocated steel members.The work station shall be provided with 450mm high 18mm thick pre laminated modesty panel mounted with aluminium brackets. The item shall include for storage compartments with adjustable shelves, drawers mounted on SS telescopic sliding channels, glueing with approved adhesives, buffing /smoothening the edges of the workstation, SS 304 Grade hardware suoh as soft closing hinges, handles locking arrangements of approved make, PVC

12.1 Office Work Station Table (Item Reference WS3) of approximate size of l800mm W x 800mm D x 750mm H including side storage unit of 500mm W x 750mm D x 750mm H with similar specifications 4 4.00

2 3.0 Supplying and installing, in position, Executive Chair (High Back) for Media Room as per approved furniture selection document, design, quality. and specified size, which shall be a high back chair with the following specifications : polypropylene frame, base and amirests, seat assembly which shall be upholstered with approved pure leather over moulded polyurethane foam padded cushioning attached to the steel frame. The back rest shall be provided with contoured lumber support for extra comfort. The amirests shall be made of integral skin polyurethane and reinforced with 2mm thick M.S. insert. The armrests shall be fitted to the seat with seat/armrest connecting strip assembly made of 6mm thick. HR steel. The chair shall be provided with four point synchro mechanism with two lever conbol for lock and seat height adjustment. The chair shall be highly ergonomic with adjustable lumbar contoured backrest for extra support The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The chair shall aiso have the provision of the back

The approximate range for the overall size o1 the chair shall be as follows : Seat Width : 490 to 560 mm Seat Depth : 490 to 550 mm Height of chair : 985 to 1100 mm Seat Height : 430 to 555 mm

3 3.1 Executive Chair (Item Reference : CO1) (Model from Define Series manufactured by Wipro or approved equivalent) of approximate size of 490mm W x 495mm D x 12 12.00

4 4.0 Supplying and installing, in position Conference Chair (High Back) as per approved funiiture selection document design, quality and specified size, which shall be a high baok ohair with the following specifications : chrome plated steel frame base and amirests, seat assembly which shall be shall be upholstered with approved stitched leatherette over moulded polyurethane foam padded cushioning attached to the steel frame The back rest shall be provided with contoured lumber support for extra comfort The armrests shall be made out of integral chrome plated steel frame with height adjustment features. The chair shall be provided with four point synchro mechanism with two lever control for lock and seat height adjustment. The chair shail be highly ergonomic with adjustable lumbar contoured backrest for extra support. The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The ohair shall also have the provision of the back tension adjustment knob and pneumatic height adjustment with a steel pedestal, base and PU

The approximate range for the overall size of the chair shall be as follows : Seat Width : 490 to 530 mm Seat Depth : 450 to 500 mm Height of chair : 910 to 1100 mm Seat Height : 520 to 590 mm

4.1 High Back Conference Chair (Item Reference : CO2) (Model : "YS 6040 C" from Chrome Series manufactured by Featherlite or approved equivalent) of approximate size of 490mm W x 495mm D x l080mm H 20 20.00

5 Supplying and installing, in position, Office Chair (Medium Back) as per approved furniture selection document, design, quality and specified size, which shall be a medium back chair with the following specifications : chrome plated steel frame, base and two way adjustable arrnrests, seat assembly which shall be shall be upholstered with approved stitched leatherette over moulded polyurethane foam padded cushioning attached to the steel frame The back rest shall be provided with contoured lumber support for extra comfort The amirests shall be made out of integral chrome plated steel frame with height adjustment features. The chair shall be provided with multi-lock mechanism with multi lever control for lock and seat height adjustment. The chair shall be highly ergonomic with adjustable lumbar contoured backrest for extra support. The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The chair shall also have the provision of the back tension adjustment knob and pneumatic height

The approximate range for the overall size of the chair shall be as follows : Seat Width : 450 to 480 mm Seat Depth : 505 to 515 mm Height of chair : 1010 IO 1110 mm Seat Height : 520 to 590 mm

7.1 Offioe Chair (Item Reference : CO5) (Model from Invention MB manufactured by Featherlite or approved equivalent) of approximate size of 450mm W x 507mm D x 1010mm H. 12 12.00

6 Supplying & Installing in position, factory made, first quality, Office Work Station Table (WSI) (including credenza, mobile pedestal and half glass cabinet) as per approved furniture selection document, design & specified size and comprising of the following

‘ a) Work Station Table comprising of table top, front, rear and sides made out of 25mm thick commercial plywood. The understnicture / base supports shall be made out of M.S.powdercoated framework Powdercoating to steel work shall be of supef durable polyester type with minium 60 microns thickness and in approved shade. All the external plywood surfaces of the table including the table top shall be finished with approved 4 mm thick veneer and the underside and unexposed/ internal surfaces of the table shall be finished with approved 1 mm thick laminate. The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade The edg*s shall be provided with PVC edge banding matching to the shade of the veneer. The item shall include for pedestal consisting of three drawers made out of 12mm thick commercial plywood mounted on SS telescopic channels, SS 304 Grade hardware such as soft closing hinges, handles, locking arrangements of approved make. The item shall include for all allied joinery work cutting to required architectural shape &

b) Wooden Credenza with top, front side openable shutters, sides, rear & base made out of 18 mm thick commercial plyvi'ood The credenza shall be finished externally with approved 4mm thick veneer. and internally with approved Inn thick laminate. The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade. The item shall include for providing intermediate adjustable shelves at required sparing, including approved SS 304 grade hardware such as hinges, handles, locking arrangements etc. all allied joinery work, cutting, planing, rebating, PVC edge banding matching to external veneer, all accessories PVC floor buffers, SS screws and fasteners etc. complete as per approved shop drawings technical specifications and as directed by the Engineer-in-charge.

c) Wooden Mobile pedestal with top, front side dmwers, sides, rear & base made out of 18 mm thick commercial plywood. The item shall include for pedestal consisting of three drawers made out of l2mm thick commercial plywood mounted on SS telescopic channels SS 304 Grade hardware such as handles locking arrangements of approved make. etc all allied joinery work, cutting, planing rebating, finishing the mobile pedestal including drawers externally with approved 4mm thick veneer and internally with approved Inn thick laminate, necessary PVC edge banding matching to external veneer, finishing the veneer with minimum three coats of matt finished melamine polish in approved shade, all accessories, nylon castors of approved colour, SS screws and fasteners etc complete as per approved shop drawings technical specifications and as directed by the Engineer-in-charge.

d) Half Glass Cabinet comprising of top, base rear & sides made out of 25 mm thick commercial plywood. The front (top portion) shall be made out of openable glazed shutters made out 6mm thick toughened glass. The understorage portion of the cabinet shall comprise of intemiediate adjustable shelves at required spacing made out of 18mm thick commercial plywood with concealed supports openable side hung shutters on the front bottom portion made out of 18mm thick commercial plywood including approved SS 304 Grade hardware such as hinges, handles / knobs, locking arrangements etc. all allied joinery work, cutting, planing, rebating, The external surfaces of the cabinet shall be finished with approved 4mm thick veneer and all unexposed/ internal surfaces shall be finished with approved 1mm thick laminate The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade The edges of the cabinet shall be provided with PVC edge banding matching to the shade of the veneer. The visible edges of the glass shutters shall be CNC machine polished. The item shall

1O.I Office Work Station Table totemReference WSI) of approximate size of 2400mm W x l000mm D x 760mm H 2 2.00

7 10.2 Credenza for Work Station (Item Reference WSI) of approximate size of 1810mm W x 460mm D x 740mm H 2 2.00

8 10.3 Mobile Pedestal for Work Station (Item Reference : WS1) of approximate size of 420mm W x 5l0mm D x 560mm H 6 6.00

9 10.4 Half Glass Cabinet for Work Station (Item Reference : WS1) of approximate size of 900mm W x 460mm D x l980mm H 6 6.00

10 1.0 Supplying & Installing in position, factory made, first quality, Wooden Coffee Table as per approved furniture selection document, design & specified size and comprising of supporting framework and legs made out o1 approved first quality seasoned solid teakwood and finished with high gloss lacquer polish in approved shade. The table top and base shelf shail be made out of approved 18 mm thick commercial plywood finished with approved 4 mm thick veneer and finished with minimum three coats of high gloss lacquer polish in approved shade. The edge mouldings/ lippings shall be made out of approved first quality seasoned solid teakwood in required shape and profile as per approved design and finished with minimum three coats of high gloss lacquer in approved shade. The underside of the table top shall be be finished with approved lmm thick lamioate. The item shall include for alt allied joinery work, cutting, planing, debating, all accessories, glueing with approved adhesives, SS screws and fasteners, etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-

- 1.1 Coffee Table (Item Reference : CTI) of approximate size of 900mm W x 900mm D x 550mm H 6 6.00

11 13.0 Supplying & Installing in position, factory made, first quality, Office Work Station Table (with side unit) as per approved furniture selection document, design & specified size and comprising of table top made out of 18mm thick prelaminated commercial plywood. The edges shall be provided with 2mm thick PVC edge banding matching to the shade of the laminate. The legs shall comprise of 50mm x 50mm square pipes made out of minimum 2mm thick CRCA powder coated steel sections. The understructure & other elements of the unit such as storage compartments, drawers shall be made up of minimum 2mm thick CRCA powderocated steel members. The item shall include for storage compartments with adjustable shelves, drawers mounted on SS telescopic sliding channels, glueing with approved adhesives, buffing /smoothening the edges of the workstation, SS 304 Grade hardware such as soft closing hinges, handles, locking arrangements of approved make. PVC floor buffers, all cutting, planing, rebating, allied joinery work, necessary accessories, providing concealed wire management system,

13.2 Office Work Station Table (Item Reference . WS6) of approximate size of l500mm W x 750mm D x 750mm H including side unit of 900mm x 450mm x 750mm with simile specifi‹iations 2 2.00

12 9.0 Supplying and installing, in position, sleek cushioned 'Tandem Chairs as per approved furniture selection document, design, quality and specified size, with the following specifications

Base : Substructure shall comprise of T-shaped beam and T-shaped legs in chrome- plated die-cast aluminium.The tandem seating shall be equipped with plastic glides for carpet or non-slip felt glides for hard floors.

Seat & Back test : seat and back rest panels shail be made up of 1.2 a0.fern. thick hot- pressed commercial plywood and shail be upholstered with approved high performance leatherette over moulded polyurethane foam padded cushioning. The frame and armrest suppoñs shall be in chrome-plated die-cast aluminium.

Armrests: The frame supports for amirests shall be in chrome-plated die-cast aluminium.

The legs shall be provided with circular bases. The item shall include for all accessories and fiflings etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.

9.1 Public Waiting Chair (Three seater) (Item Reference : VC1) (Model : "SJ-820A-3" Sleek Cushion Tandem 3 seater chair manufactured by Featherlite or approved equivalent) of approximate size of l750mm W x 573mrn D x 8l0mm H. (Set of three number of chairs shall be considered as 1 unit for pricing) 10 10

13 1.0 Supplying and installing in position, Sofas as per approved furniture selection document, specified size and generally comprising of the following unless otherwise specified :

The seat, back and armrests shall be padded up with PU foam in Density 28 +2 kg/cu.m with an additional top layer of supersoft PU foam in Density 32 + 2 kg/cum, upholstered with approved fabric / leather as specified.

The understructure shall be made up of 12-hmm thick hot pressed commercial plywood & first quality seasoned solid teakwood cross sections devoid of major knots & including 4mm dia. zigzag spring assembly mounted over understructure for cushioning purpose. The exposed surfaces of teakwood shall be finished with minimum three coats of high gloss lacquer polish in

The leg assembly shall be carved out of first quality seasoned solid teakwood finished with minimum three coats of high gloss lacquer polish in approved shade

The item shaI1 include for all allied joinery work, cutting, planing, rebating, carving bathing to required shape & profile wherever required as per architectural requirements edge mouldings / lippings as per approved design and size made out of first quali9 seasoned solid teakwood, high gloss lacquer polishing in minimum three coats to all exposed teakwood surfaces in approved shade, all accessories, seat cushion padded with approved polyurethane foam and upholstered with approved fabric / leather, glueing with approved adhesives, PVC flooJ buffers wherever required, grinding & buffing to SS surfaces wherever required, SS screw!i and fasteners etc. complete as per approveil shop drawings, technical specifications and a:i directed by the Engineer-in-charge.

1.3 Two seater office cabin sofa(Item reference: SF3) (of Bliss Series" manufactured by Wipro or approved equivalent) and oii approximate size of l600mm W x 708mm D i: 780mm H with séat, back rest, sides & arm rests upholstered with approved leatherette. 2 2.00

14 1.4 Single seater Office Cabin Sofa (Item Reference : SF4) (of Bliss Series' manufactured by Wipro or approved equivalent) and of approximate size or 820mm W x 708mm D x 780mm H with seat back rest, sides & ann rests upholstered with approved leatherette. 4

15 1.0 Supplying and installing in position, factory made, first quality, Wardrobe Units as per approved furniture selection document, design & specified size, with top, base, front and sides made out of approved l8mm thick commercial plywood, back side made out oi approved 12mm thick commercial plywoocl with supporting framework (if required) ancl edge lippings/ mouldings as per approvecl design and size made out of first quality seasoned solid teakwood members. The wardrobe shall comprise of storage: compartments with adjustable shelves a'l required spacing and side hung openable! shutters on the front side of wardrobe

- * made out of approved l8mm thief:commercial plywood, drawers made out of l2mm thick commercial plywood mounted ori telescopic SS sliding channels and with brush finished SS handles. The wardrobe shall bi! equipped with SS hanger rod and SS robs: hooks. All exposed/ external plywood surfaces shall be finished with approved 4 mrri thick veneer and all unexposed /internal surfaces of the wardrobe with approved 1 mrri thick laminate. All tcakwood and veneet surfaces shall be finished with minimum threi: coats of melamine polish in approved shade.

The item shall include for all allied joinery work, cutting, planing, rebating, brush finished SS 304 Grade hardware such as soft closing hinges, pull handles, locking arrangements, magnetic catches, all fixing accessories such as SS screws and fasteners, grooves as per design, heating the wooden members in contact with masonry / concrete surfaces with two coats of approved wood preservative, necessary scaffolding if required etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.

Wooden Wardrobe (Item Reference : WD2) of approximate size of l800mm W x 600mm D x 2l00ium H 6 6

Supplying and installing in position, factory made, first quality, TV Units as per approved funiiture selection document, design & specified size, with entire body of unit comprising of top, base, back, sides and intermediate verticals made out of 18mm thick commercial plywood and supporting framework and edge lippings/ mouldings made out of first quality seasoned solid teakwood members, providing storage compartments with adjustable shelves made out of 18mm thick commercial plywood, side hung openable shutters made out of 6mm thick clear toughened glass for the storage compartm'ents with bnish finished SS 304 Gtade pull handles, soft closing hinges, magnetic catches and locking arrangements, providing drawers (wherever indicated) made out of 12mm thick commercial plywood mounted on telescopic SS sliding channels and provided with brush finished SS 304 Grade handles and locking arrangements. All external plywood stirfaces shall be finished with approved 4 mm thick veneer and all unexposed /internal surfaces of the unit finished with approved 1 mm thick laminate

The item shall include for all allied joinery work, cutting, planing, rebating, all fixing accessories such as SS screws and fasteners providing grooves as per design, making cutouts for electrical cables/ fittings, treating the wooden members in contact with masonry / concrete surfitces with two coats of approved wood preservative etc. complete all as per approved shop drawings, technical specifications and as directed by the Engineer- in-charge.

2.2 TV Unit (Item Reference : TV2) of approximate size of l450mm W R 450mm D x 800m«i H with open storage compartments without shutter. 1 1

Total 1 each 43825.2 43825.2

16 6.0 Providing and placing in position, factory made, first quality, Wooden Office Storage Unit as per approved furniture selection document & specified size with top, sides base, back, shelves and shutters made out ot 18 mm thick commercial plywood. The storage unit shall be provided with interna storage compartments with intermediaR adjustable shelves at required spacing & sliding shutters mounted on brush finished SS sliding tracks. The shutters shall be provided with fingergrips and locking arrangements The edge banding shall be in PVC and oi approved design, size and colour. All external plywood surfaces shall be pre-Iaminated externally with approved Imm and internally with 0.8mm thick laminate. Supporting framework if required shall be in melamine polished teakwood. The item shall include for all allied joinery work, cutting, planing, rebating, aiI fixing accessories such as SS sorews, bolts and fasteners, grooves where indicated as per approved design etc complete as per approved shop drawings, technical specifications and as directed by the .

6.1 Office storage unit(Item Reference: OS1) of approximate size of 900mm W x 450mm D x 800mm H 6 6.00

17 7.0 Supplying and installing in position, factory made, first quality, fout leveled/ layered Open Shelving System as per approved furniture selection document & specified size comprising of M.S.powdercoatsd slotted steel frame fixed to the masonry/ concrete surfaces and fixed to M.S. powdercoated brackets. The shelves of size l200mm length and 600mm width shall be provided in four levels/ layers and made out or l8mm thick marine ply finished with approved 1.5mm thick laminate on top and bottom surface and mounted onto the steel brackets. The powdercoating shall be super durable polyester type with minimum thickness of 60 mcrons in approved shade The edges of the p1 ood shelves shall be provided with approved first quality seasoned teakwood lipping with approved melamine polish. The item shall include for all allied joinery word, cutting, planing, rebating, all accessories, welding of steel members wherever required, smoothening the sharp edges of steel tnembers, all fittings such as nuts, bolts, fasteners etc. complete as perapproved shop drawings, technica specifications and directed by the Engineer-in-charge

7.1 Open Shelving system for store/pantry(Item Reference : SH1) of approximate overall size of 1200mm W x 600mm D x 2400mm H 6 6.00

Total 6.00 each 9613.5 57681

18 8.0 Supplying and installing in position, factory made, first quality, Records Room Storage Unit as per approved furniture selection document, design, colour & specified size body/ caracass comprising of rigid frame made out o/ 1.2 mm thick CRCA steel box pipes, with sides, back, top and drawers made out of 0.7 mm thick CRCA sheet panels. All steel components shall be provided with 8 tank treatment, anti-rust treatment and oven baked, super durable epoxy polyester powder coating with minimum 60 microns thickness The drawers shall be mounted on brush finished SS sliding tracks and provided with finger grips. The item shall include for locking arrangements, adjustable levelers, all accessories, hardware and fittings etc complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.

8.1 Records Room Storage Unit (Item Reference : STR1) with approximate size of 900mm W x 600mm D x l350mm H 6 6

Total Rs. 3239175.00

DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

S. No. SOR EMNO ITEM No. L B D Qty Unit Rala Amount

1 12.0 Supplying & Installing in position, factory made, first quality, Office Work Station with side storage unit as per approved furniture selection document, design & specified size and comprising of table top made out of 18mm thick prelaminated commercial plywood. The edges shall be provided with 2mm thick PVC edge banding matching to the shade of the laminate. The legs shall comprise of 50mm x 50mm square pipes made out of minimum 2mm thick CRCA powder coated steel sections with 40mm x 20mm cross beams. The understructure & other elements of the unit such as storage compartments, drawers shall be made up of minimum 2mm thick CRCA powderocated steel members.The work station shall be provided with 450mm high 18mm thick pre laminated modesty panel mounted with aluminium brackets. The item shall include for storage compartments with adjustable shelves, drawers mounted on SS telescopic sliding channels, glueing with approved adhesives, buffing /smoothening the edges of the workstation, SS 304 Grade hardware suoh as soft closing hinges, handles locking arrangements of approved make, PVC

12.1 Office Work Station Table (Item Reference WS3) of approximate size of l800mm W x 800mm D x 750mm H including side storage unit of 500mm W x 750mm D x 750mm H with similar specifications 4 8.00

2 3.0 Supplying and installing, in position, Executive Chair (High Back) for Media Room as per approved furniture selection document, design, quality. and specified size, which shall be a high back chair with the following specifications : polypropylene frame, base and amirests, seat assembly which shall be upholstered with approved pure leather over moulded polyurethane foam padded cushioning attached to the steel frame. The back rest shall be provided with contoured lumber support for extra comfort. The amirests shall be made of integral skin polyurethane and reinforced with 2mm thick M.S. insert. The armrests shall be fitted to the seat with seat/armrest connecting strip assembly made of 6mm thick. HR steel. The chair shall be provided with four point synchro mechanism with two lever conbol for lock and seat height adjustment. The chair shall be highly ergonomic with adjustable lumbar contoured backrest for extra support The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The chair shall aiso have the provision of the back

The approximate range for the overall size o1 the chair shall be as follows : Seat Width : 490 to 560 mm Seat Depth : 490 to 550 mm Height of chair : 985 to 1100 mm Seat Height : 430 to 555 mm

3 3.1 Executive Chair (Item Reference : CO1) (Model from Define Series manufactured by Wipro or approved equivalent) of approximate size of 490mm W x 495mm D x 24 24.00

4 4.0 Supplying and installing, in position Conference Chair (High Back) as per approved funiiture selection document design, quality and specified size, which shall be a high baok ohair with the following specifications : chrome plated steel frame base and amirests, seat assembly which shall be shall be upholstered with approved stitched leatherette over moulded polyurethane foam padded cushioning attached to the steel frame The back rest shall be provided with contoured lumber support for extra comfort The armrests shall be made out of integral chrome plated steel frame with height adjustment features. The chair shall be provided with four point synchro mechanism with two lever control for lock and seat height adjustment. The chair shail be highly ergonomic with adjustable lumbar contoured backrest for extra support. The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The ohair shall also have the provision of the back tension adjustment knob and pneumatic height adjustment with a steel pedestal, base and PU

The approximate range for the overall size of the chair shall be as follows : Seat Width : 490 to 530 mm Seat Depth : 450 to 500 mm Height of chair : 910 to 1100 mm Seat Height : 520 to 590 mm

4.1 High Back Conference Chair (Item Reference : CO2) (Model : "YS 6040 C" from Chrome Series manufactured by Featherlite or approved equivalent) of approximate size of 490mm W x 495mm D x l080mm H 40 40.00

5 Supplying and installing, in position, Office Chair (Medium Back) as per approved furniture selection document, design, quality and specified size, which shall be a medium back chair with the following specifications : chrome plated steel frame, base and two way adjustable arrnrests, seat assembly which shall be shall be upholstered with approved stitched leatherette over moulded polyurethane foam padded cushioning attached to the steel frame The back rest shall be provided with contoured lumber support for extra comfort The amirests shall be made out of integral chrome plated steel frame with height adjustment features. The chair shall be provided with multi-lock mechanism with multi lever control for lock and seat height adjustment. The chair shall be highly ergonomic with adjustable lumbar contoured backrest for extra support. The chair shall be provided with tilt tension adjustment features and with multi-position tilt lock to obtain desired angle of recline. The chair shall also have the provision of the back tension adjustment knob and pneumatic height

The approximate range for the overall size of the chair shall be as follows : Seat Width : 450 to 480 mm Seat Depth : 505 to 515 mm Height of chair : 1010 IO 1110 mm Seat Height : 520 to 590 mm

7.1 Offioe Chair (Item Reference : CO5) (Model from Invention MB manufactured by Featherlite or approved equivalent) of approximate size of 450mm W x 507mm D x 1010mm H. 24 24.00

6 Supplying & Installing in position, factory made, first quality, Office Work Station Table (WSI) (including credenza, mobile pedestal and half glass cabinet) as per approved furniture selection document, design & specified size and comprising of the following

‘ a) Work Station Table comprising of table top, front, rear and sides made out of 25mm thick commercial plywood. The understnicture / base supports shall be made out of M.S.powdercoated framework Powdercoating to steel work shall be of supef durable polyester type with minium 60 microns thickness and in approved shade. All the external plywood surfaces of the table including the table top shall be finished with approved 4 mm thick veneer and the underside and unexposed/ internal surfaces of the table shall be finished with approved 1 mm thick laminate. The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade The edg*s shall be provided with PVC edge banding matching to the shade of the veneer. The item shall include for pedestal consisting of three drawers made out of 12mm thick commercial plywood mounted on SS telescopic channels, SS 304 Grade hardware such as soft closing hinges, handles, locking arrangements of approved make. The item shall include for all allied joinery work cutting to required architectural shape &

b) Wooden Credenza with top, front side openable shutters, sides, rear & base made out of 18 mm thick commercial plyvi'ood The credenza shall be finished externally with approved 4mm thick veneer. and internally with approved Inn thick laminate. The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade. The item shall include for providing intermediate adjustable shelves at required sparing, including approved SS 304 grade hardware such as hinges, handles, locking arrangements etc. all allied joinery work, cutting, planing, rebating, PVC edge banding matching to external veneer, all accessories PVC floor buffers, SS screws and fasteners etc. complete as per approved shop drawings technical specifications and as directed by the Engineer-in-charge.

c) Wooden Mobile pedestal with top, front side dmwers, sides, rear & base made out of 18 mm thick commercial plywood. The item shall include for pedestal consisting of three drawers made out of l2mm thick commercial plywood mounted on SS telescopic channels SS 304 Grade hardware such as handles locking arrangements of approved make. etc all allied joinery work, cutting, planing rebating, finishing the mobile pedestal including drawers externally with approved 4mm thick veneer and internally with approved Inn thick laminate, necessary PVC edge banding matching to external veneer, finishing the veneer with minimum three coats of matt finished melamine polish in approved shade, all accessories, nylon castors of approved colour, SS screws and fasteners etc complete as per approved shop drawings technical specifications and as directed by the Engineer-in-charge.

d) Half Glass Cabinet comprising of top, base rear & sides made out of 25 mm thick commercial plywood. The front (top portion) shall be made out of openable glazed shutters made out 6mm thick toughened glass. The understorage portion of the cabinet shall comprise of intemiediate adjustable shelves at required spacing made out of 18mm thick commercial plywood with concealed supports openable side hung shutters on the front bottom portion made out of 18mm thick commercial plywood including approved SS 304 Grade hardware such as hinges, handles / knobs, locking arrangements etc. all allied joinery work, cutting, planing, rebating, The external surfaces of the cabinet shall be finished with approved 4mm thick veneer and all unexposed/ internal surfaces shall be finished with approved 1mm thick laminate The veneer shall be finished with minimum three coats of matt finished melamine polish in approved shade The edges of the cabinet shall be provided with PVC edge banding matching to the shade of the veneer. The visible edges of the glass shutters shall be CNC machine polished. The item shall

1O.I Office Work Station Table totemReference WSI) of approximate size of 2400mm W x l000mm D x 760mm H 4 4.00

7 10.2 Credenza for Work Station (Item Reference WSI) of approximate size of 1810mm W x 460mm D x 740mm H 4 4.00

8 10.3 Mobile Pedestal for Work Station (Item Reference : WS1) of approximate size of 420mm W x 5l0mm D x 560mm H 12 12.00

9 10.4 Half Glass Cabinet for Work Station (Item Reference : WS1) of approximate size of 900mm W x 460mm D x l980mm H 12 12.00

10 1.0 Supplying & Installing in position, factory made, first quality, Wooden Coffee Table as per approved furniture selection document, design & specified size and comprising of supporting framework and legs made out o1 approved first quality seasoned solid teakwood and finished with high gloss lacquer polish in approved shade. The table top and base shelf shail be made out of approved 18 mm thick commercial plywood finished with approved 4 mm thick veneer and finished with minimum three coats of high gloss lacquer polish in approved shade. The edge mouldings/ lippings shall be made out of approved first quality seasoned solid teakwood in required shape and profile as per approved design and finished with minimum three coats of high gloss lacquer in approved shade. The underside of the table top shall be be finished with approved lmm thick lamioate. The item shall include for alt allied joinery work, cutting, planing, debating, all accessories, glueing with approved adhesives, SS screws and fasteners, etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-

- 1.1 Coffee Table (Item Reference : CTI) of approximate size of 900mm W x 900mm D x 550mm H 12 12.00

11 13.0 Supplying & Installing in position, factory made, first quality, Office Work Station Table (with side unit) as per approved furniture selection document, design & specified size and comprising of table top made out of 18mm thick prelaminated commercial plywood. The edges shall be provided with 2mm thick PVC edge banding matching to the shade of the laminate. The legs shall comprise of 50mm x 50mm square pipes made out of minimum 2mm thick CRCA powder coated steel sections. The understructure & other elements of the unit such as storage compartments, drawers shall be made up of minimum 2mm thick CRCA powderocated steel members. The item shall include for storage compartments with adjustable shelves, drawers mounted on SS telescopic sliding channels, glueing with approved adhesives, buffing /smoothening the edges of the workstation, SS 304 Grade hardware such as soft closing hinges, handles, locking arrangements of approved make. PVC floor buffers, all cutting, planing, rebating, allied joinery work, necessary accessories, providing concealed wire management system,

13.2 Office Work Station Table (Item Reference . WS6) of approximate size of l500mm W x 750mm D x 750mm H including side unit of 900mm x 450mm x 750mm with simile specifi‹iations 4 4.00

12 9.0 Supplying and installing, in position, sleek cushioned 'Tandem Chairs as per approved furniture selection document, design, quality and specified size, with the following specifications

Base : Substructure shall comprise of T-shaped beam and T-shaped legs in chrome- plated die-cast aluminium.The tandem seating shall be equipped with plastic glides for carpet or non-slip felt glides for hard floors.

Seat & Back test : seat and back rest panels shail be made up of 1.2 a0.fern. thick hot- pressed commercial plywood and shail be upholstered with approved high performance leatherette over moulded polyurethane foam padded cushioning. The frame and armrest suppoñs shall be in chrome-plated die-cast aluminium.

Armrests: The frame supports for amirests shall be in chrome-plated die-cast aluminium.

The legs shall be provided with circular bases. The item shall include for all accessories and fiflings etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.

9.1 Public Waiting Chair (Three seater) (Item Reference : VC1) (Model : "SJ-820A-3" Sleek Cushion Tandem 3 seater chair manufactured by Featherlite or approved equivalent) of approximate size of l750mm W x 573mrn D x 8l0mm H. (Set of three number of chairs shall be considered as 1 unit for pricing) 20 20

13 1.0 Supplying and installing in position, Sofas as per approved furniture selection document, specified size and generally comprising of the following unless otherwise specified :

The seat, back and armrests shall be padded up with PU foam in Density 28 +2 kg/cu.m with an additional top layer of supersoft PU foam in Density 32 + 2 kg/cum, upholstered with approved fabric / leather as specified.

The understructure shall be made up of 12-hmm thick hot pressed commercial plywood & first quality seasoned solid teakwood cross sections devoid of major knots & including 4mm dia. zigzag spring assembly mounted over understructure for cushioning purpose. The exposed surfaces of teakwood shall be finished with minimum three coats of high gloss lacquer polish in

The leg assembly shall be carved out of first quality seasoned solid teakwood finished with minimum three coats of high gloss lacquer polish in approved shade

The item shaI1 include for all allied joinery work, cutting, planing, rebating, carving bathing to required shape & profile wherever required as per architectural requirements edge mouldings / lippings as per approved design and size made out of first quali9 seasoned solid teakwood, high gloss lacquer polishing in minimum three coats to all exposed teakwood surfaces in approved shade, all accessories, seat cushion padded with approved polyurethane foam and upholstered with approved fabric / leather, glueing with approved adhesives, PVC flooJ buffers wherever required, grinding & buffing to SS surfaces wherever required, SS screw!i and fasteners etc. complete as per approveil shop drawings, technical specifications and a:i directed by the Engineer-in-charge.

1.3 Two seater office cabin sofa(Item reference: SF3) (of Bliss Series" manufactured by Wipro or approved equivalent) and oii approximate size of l600mm W x 708mm D i: 780mm H with séat, back rest, sides & arm rests upholstered with approved leatherette. 4 4.00

14 1.4 Single seater Office Cabin Sofa (Item Reference : SF4) (of Bliss Series' manufactured by Wipro or approved equivalent) and of approximate size or 820mm W x 708mm D x 780mm H with seat back rest, sides & ann rests upholstered with approved leatherette. 8 8

15 1.0 Supplying and installing in position, factory made, first quality, Wardrobe Units as per approved furniture selection document, design & specified size, with top, base, front and sides made out of approved l8mm thick commercial plywood, back side made out oi approved 12mm thick commercial plywoocl with supporting framework (if required) ancl edge lippings/ mouldings as per approvecl design and size made out of first quality seasoned solid teakwood members. The wardrobe shall comprise of storage: compartments with adjustable shelves a'l required spacing and side hung openable! shutters on the front side of wardrobe

- * made out of approved l8mm thief:commercial plywood, drawers made out of l2mm thick commercial plywood mounted ori telescopic SS sliding channels and with brush finished SS handles. The wardrobe shall bi! equipped with SS hanger rod and SS robs: hooks. All exposed/ external plywood surfaces shall be finished with approved 4 mrri thick veneer and all unexposed /internal surfaces of the wardrobe with approved 1 mrri thick laminate. All tcakwood and veneet surfaces shall be finished with minimum threi: coats of melamine polish in approved shade.

The item shall include for all allied joinery work, cutting, planing, rebating, brush finished SS 304 Grade hardware such as soft closing hinges, pull handles, locking arrangements, magnetic catches, all fixing accessories such as SS screws and fasteners, grooves as per design, heating the wooden members in contact with masonry / concrete surfaces with two coats of approved wood preservative, necessary scaffolding if required etc. complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.

Wooden Wardrobe (Item Reference : WD2) of approximate size of l800mm W x 600mm D x 2l00ium H 12 12

Supplying and installing in position, factory made, first quality, TV Units as per approved funiiture selection document, design & specified size, with entire body of unit comprising of top, base, back, sides and intermediate verticals made out of 18mm thick commercial plywood and supporting framework and edge lippings/ mouldings made out of first quality seasoned solid teakwood members, providing storage compartments with adjustable shelves made out of 18mm thick commercial plywood, side hung openable shutters made out of 6mm thick clear toughened glass for the storage compartm'ents with bnish finished SS 304 Gtade pull handles, soft closing hinges, magnetic catches and locking arrangements, providing drawers (wherever indicated) made out of 12mm thick commercial plywood mounted on telescopic SS sliding channels and provided with brush finished SS 304 Grade handles and locking arrangements. All external plywood stirfaces shall be finished with approved 4 mm thick veneer and all unexposed /internal surfaces of the unit finished with approved 1 mm thick laminate

The item shall include for all allied joinery work, cutting, planing, rebating, all fixing accessories such as SS screws and fasteners providing grooves as per design, making cutouts for electrical cables/ fittings, treating the wooden members in contact with masonry / concrete surfitces with two coats of approved wood preservative etc. complete all as per approved shop drawings, technical specifications and as directed by the Engineer- in-charge.

2.2 TV Unit (Item Reference : TV2) of approximate size of l450mm W R 450mm D x 800m«i H with open storage compartments without shutter. 2 2

Total 2 each 43825.2 87651

16 6.0 Providing and placing in position, factory made, first quality, Wooden Office Storage Unit as per approved furniture selection document & specified size with top, sides base, back, shelves and shutters made out ot 18 mm thick commercial plywood. The storage unit shall be provided with interna storage compartments with intermediaR adjustable shelves at required spacing & sliding shutters mounted on brush finished SS sliding tracks. The shutters shall be provided with fingergrips and locking arrangements The edge banding shall be in PVC and oi approved design, size and colour. All external plywood surfaces shall be pre-Iaminated externally with approved Imm and internally with 0.8mm thick laminate. Supporting framework if required shall be in melamine polished teakwood. The item shall include for all allied joinery work, cutting, planing, rebating, aiI fixing accessories such as SS sorews, bolts and fasteners, grooves where indicated as per approved design etc complete as per approved shop drawings, technical specifications and as directed by the .

6.1 Office storage unit(Item Reference: OS1) of approximate size of 900mm W x 450mm D x 800mm H 12 12.00

17 7.0 Supplying and installing in position, factory made, first quality, fout leveled/ layered Open Shelving System as per approved furniture selection document & specified size comprising of M.S.powdercoatsd slotted steel frame fixed to the masonry/ concrete surfaces and fixed to M.S. powdercoated brackets. The shelves of size l200mm length and 600mm width shall be provided in four levels/ layers and made out or l8mm thick marine ply finished with approved 1.5mm thick laminate on top and bottom surface and mounted onto the steel brackets. The powdercoating shall be super durable polyester type with minimum thickness of 60 mcrons in approved shade The edges of the p1 ood shelves shall be provided with approved first quality seasoned teakwood lipping with approved melamine polish. The item shall include for all allied joinery word, cutting, planing, rebating, all accessories, welding of steel members wherever required, smoothening the sharp edges of steel tnembers, all fittings such as nuts, bolts, fasteners etc. complete as perapproved shop drawings, technica specifications and directed by the Engineer-in-charge

7.1 Open Shelving system for store/pantry(Item Reference : SH1) of approximate overall size of 1200mm W x 600mm D x 2400mm H 12 12.00

Total 12.00 each 9613.5 115362

18 8.0 Supplying and installing in position, factory made, first quality, Records Room Storage Unit as per approved furniture selection document, design, colour & specified size body/ caracass comprising of rigid frame made out o/ 1.2 mm thick CRCA steel box pipes, with sides, back, top and drawers made out of 0.7 mm thick CRCA sheet panels. All steel components shall be provided with 8 tank treatment, anti-rust treatment and oven baked, super durable epoxy polyester powder coating with minimum 60 microns thickness The drawers shall be mounted on brush finished SS sliding tracks and provided with finger grips. The item shall include for locking arrangements, adjustable levelers, all accessories, hardware and fittings etc complete as per approved shop drawings, technical specifications and as directed by the Engineer-in-charge.

8.1 Records Room Storage Unit (Item Reference : STR1) with approximate size of 900mm W x 600mm D x l350mm H 12 12

Total Rs. 6478352.00

DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QTY UNIT RATE AMOUNT

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

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

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. TOTAL EXCAVATION 28.22

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.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 1 4.80 2.80 0.15 2.02 cum 2970.00 5987.52

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.

3.3.2 M-25 grade

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:

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

Buffel Wall 2 2.00 0.10 1.50 0.60

TOTAL QUANTITY 8.42 cum 3263.00 27474.46

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.

8 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.2 Thermo-Mechanically treated bars FE 500D 1.58 70.00/Kg 110.6 Kg 54.50 6027.70

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:

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

TOTAL QUANTITY 10.96 cum 235.00 2575.60

10 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.1 In cement Mortar 1:3 (1 cement : 3 fine sand)

Buffel Wall 2 2 1.65 6.60

11 11.9 Extra for providing and mixing water proofing materials in cement plaster work in proportion as recommended by manufacturer. QTY. SAME AS ABOVE 43.40 Kg 43.50 1887.90

12 11.5 Neat Cement punning. QTY. SAME AS ABOVE 43.40 sqm 33.00 1432.20

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. 1 1 1.00 each 1709.00 1709.00

Total Rs. 69101.00

DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

FOR RAIN WATER HARVESTING

S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QTY UNIT RATE AMOUNT

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

HARVESTING CHAMBER 1 1.70 1.70 1.80 5.202 CUM 185.00 962.37

2 1.6.1 Extra for every additional lift of 1.5 m or part thereof.All types of soils

HARVESTING CHAMBER 1 1.70 1.70 0.30 0.867 CUM 26.50 22.98

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). 1 1.50 1.50 0.30 0.675 CUM 2970.00 2004.75

HARVESTING CHAMBER

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. 1 50.00 50.00 RM 267.00 13350.00

5 18.77.1.2 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion 110 mm 1 5.00 5.00 each 154.00 770.00

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 1 50.00 50.00 RM 436.00 21800.00

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 :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (lightduty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : each 1 2.00 2.00 NOS 6703.00 13406.00

8 21.1.1.3 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 1 10.00 10.00 RM 339.00 3390.00

21.1.2.3 Rocky strata including Boulders. 1 10.00 10.00 RM 396.00 3960.00

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:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 1 4.71 0.20 2.00 1.88 cum 3263.00 6147.49

10 11.2 Providing and making 12mm thick cement plaster of mix:

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

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. 1 18.00 18.00 RM 546.00 9828.00

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]

Stone boulders of size range 5 cm to 20 cm, in recharge pit. 1 0.89 cum 863 764.56

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]

Gravels of size range 5 mm to 10 mm, over the existing layer of boulders

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]

Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel

Total Rs. 79360.00

DETAIL ESTIMATED AND ABSTRACT FOR CONSTRUCTION OF MODEL REGISTRY OFFICE FOR DISTRICT REGISTRAR & SUB REGISTRAR AT DIFFERENT PLACES IN CHHATTISGARH STATE

S.No SOR ITEM PARTICLAR OF ITEM NO. L B H/D QUANTITY UNIT RATE AMOUNT

1 21.1.1.3 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.

3 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.

21.3.3 150 mm nominal size dia.

4 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:

19.9.6 50 mm dia. nominal bore 1 50.00 50.00 meter 398.00 19900.00

Electrical SOR 2020

5 Supplying and fixing of following sizes 'B' class G I pipe with welded steel flange of suitable size at both the end of every pipe length, fixing with submersible pump and lowering with the pump in the bore well including necessary rubber gasket, nuts & bolts etc. as required.

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.

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. 1 1 1.00 Set 3243.00 3243.00

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.

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 2 2.00 Each 4030.00 8060.00

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

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.

12 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) 1 1.00 1.00 point 1502.00 1502.00 7387

DETAIL ESTIMATE OF GARDEN DEVELOPMENT AT AVY GOBRA NAWAPARA ,ABHANPUR, RAIPUR(CG)

Chhattisgarh P.W.D. Building SOR w.e.f. 01-01-2015 & Road SOR w.e.f. 01-01-2015

S.No. PWD CSR Item No. Particular's Unit Nos. L W D/H Qty. Rate Amount

1 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)

2 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

3 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming toIS:12894-2002 of class designation 4.0 in foundation and plinth in

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

4 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Qty same as brickwork cum 24.792 121 3000.00

5 11.1 Providing and making 6mm thick cement plaster of mix:

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

Column portiion 87x2 0.20 1.60 55.68

6 11.2 Providing and making 12mm thick cement plaster of mix:

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

ded column -87 0.20 1.00 -17.4

7 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)

ded column -87 0.20 1.00 -17.4

8 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)

6 mm plaster qty 88.74

12 mm plaster qty 206.6

15 mm plaster qty 206.6

9 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.

ded column -87 0.20 0.45 -7.83

Total 101.97 sqm

10 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.2 Premium synthetic enamel paint

ded column -87 0.20 0.45 -7.83

11 SOR Item 1.2 Page No.9 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).

Garden Area 1 35.00 80.00 2800.00

sqm Total Qty. 2800.00 7.2 20160.00

12 SOR Item 22.2 Page No.204 Supplying and stacking of good earth at site including royalty, loading,unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment).

deduction pathway area -1 215.00 2.20 0.30 -141.90

Cum Total Qty. 679.36 201 136551.00

13 SOR Item 22.4 Page No.204 Supplying and stacking at site well decayed cow dung manure fromapproved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).

deduction pathway area -1 215.00 2.20 0.10 -47.30

Cum Total Qty. 226.45 236 53443.00

14 SOR Item 22.14,22.14.2 Page No.205-206 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 60 cm dia, and 60 cm deep..

For Trees 80 80

Each Total Qty. 80 33 2640.00

15 ROAD SOR Item 11.4 Page No.43 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia.holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) Each 80 80

Total Qty. 80 750 60000.00

16 SOR Item 22.10 Page No.205 Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately).

22.10.3 In rows 5 cm apart in either direction.

deduction pathway area -1 215.00 2.20 -473.00

17 Road SOR Item 8.2 Page No. 29 Cast in Situ Cement Concrete M20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) mtr

18 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.

19 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

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

20 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.

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

21 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average 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

12.65.1 Plain/ normal coloured precast interlock concrete block

Total 1254569.00

SCHEDULE OF ITEMS

NAME OF WORK:-Garden Development work at Atal Vihar Yojna Gobra Nawapara, Abhanpur, Raipur(C.G)

AS PER C.G. PWD BUILDING & ROAD SOR 2015

S.NO. SOR I NO. PARTICULAR UNIT RATE RATE IN WORDS SR HIG (Jr. HIG A) SR MIG JR MIG 1 JR MIG C.COMPLEX COMMUNITY utility RWH

1 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) . cum 4163.00 Four thousand one hundred sixtty three Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2 3.12.1 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 Kg 54.50 Fifty four Rupees fifty Paisa #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

3 7.5.4 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming toIS:12894-2002 of class designation 4.0 in foundation and plinth in Cement Mortar 1:6 (1 cement : 6 coarse sand) cum 3236.00 Three thousand two hundred thirty six Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

4 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum 121.00 One hundred twenty one rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

5 11.1.2 Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:4 (1 cement : 4 fine sand) sqm 87.00 Eighty seven Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

6 11.2.3 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand) sqm 96.50 Ninety six Rupees Fifty Paisa. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

7 11.3.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand) sqm 113.00 One hundred thirteen rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

8 14.15.1 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: 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) sqm 56.00 Fifty Six Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

9 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 67.50 Sixty seven Rupees Fifty Paisa. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

10 14.22.2 Painting on new work (two or more coats) to give an even shade with:Premium synthetic enamel paint sqm 47.00 Fourty seven Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 118465.00

11 1.2 Surface dressing of the ground including removing vegetation and makingup undulations and in-equalities not exceeding 15 cms in depth/ heightincluding disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5maway from the dressed area). sqm 7.20 Seven Rupees Twenty paisa. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 8627

12 22.2 Supplying and stacking of good earth at site including royalty, loading,unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment). cum 201.00 Two hundred one Rupees. #REF! #REF! #REF! #REF!

13 22.4 Supplying and stacking at site well decayed cow dung manure fromapproved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment). cum 236.00 Two hundred thirty six Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

14 22.14.2 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 60 cm dia, and 60 cm deep.. Each 33.00 Thirty three Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

15 11.4 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia.holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) Each 750.00 Seven hundred fifty Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

16 22.10.3 Grassing with ‘Doob’ grass including watering and maintenance of thelawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the goodearth shall be paid for separately). In rows 5 cm apart in either direction. sqm 6.60 Six Rupees Sixty Paisa. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

17 Road SOR 8.2 Cast in Situ Cement Concrete M20 Kerb with Channel(Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20grade PCC on M10 grade foundation 150 mm thick, kerb channel 300mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb,kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) Rmt 383.00 Three hundred eighty three Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

18 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. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

19 3.1.2 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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). cum 2659.00 Two thousand six hundred fifty nine Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

20 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. sqm 139.00 One hundred thirty nine Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

21 2.1.5 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape sqm 297.00 Two hundred ninety seven Rupees.

22 12.65.1 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average 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 .Plain/ normal coloured precast interlock concrete block sqm 436.00 Four hundred thirty six Rupees. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!