CONSTUCTION OF SAMUDAIK BHAWAN AT NAGAR PANCHAYAT DHAMDHA

NAGAR PANCHAYAT DHAMDHA

PROPOSED CONSTRUCTION OF SAMUDAYIK BHAWAN DHAMDHA

Based On: As per C.G PWD Building sor w.e.f- 10.06.2026 Revision & Date Rev-01 , 27/07/2026

S.no. Item Qty Unit Rate SOR Amount GST @18% Amount

1 Building Work

2 Septic Tank 1 Nos

SUB TOTAL Sub Total

CONSULTANCY @ 1.16%

SUB ENGINEER C.M.O.

Prepared By: NAMAN BHATT & ASSOCIATES, 9630868978 Chartered Engineer | Surveyor | Approved Valuer (L&B) | DPR & PMC Consultant | Assochem GEM CP | ISO 9001:2015 | MSME | Green Building Consultant

NAGAR PANCHAYAT DHAMDHA

PROPOSED CONSTRUCTION OF SAMUDAYIK BHAWAN DHAMDHA

S.no. Item Qty Rate Amount

As per C.G PWD Building sor w.e.f- 10.06.2026

1 Up to Plinth Top

3 Electrification (Internal) 0.05

4 Sanitary & Plumbing Work 0.04

NAGAR PANCHAYAT DHAMDHA

ESTIMATE OF UP TO PLINTH TOP

As per C.G PWD Building sor w.e.f- 10.06.2026

Sno Code Particulars No L B H/D Qty Unit Rate Amount

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

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

1.1.1 In all types of soil

Below Ground Beam

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.

Below Ground Beam

toilet male /female 2 2.96 1.4 0.2

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).

Below Column Footing

Below Ground Beam

toilet male /female 0.1

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).

Column upto Ground Lvl

Column Ground Lvl to Plinth top

X-X Wall 0.2 0.3

Y-Y Wall 0.2 0.3

1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Excavated Area of Column - - - -

Sand Filling of Footing

PCC Area of Footing

Rcc Area of Footing & Column

7 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Column upto Ground Lvl

Column Ground Lvl to Plinth top

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

As Per Item No. x 0.0

@70 kg per cum of concrete Total kg 46

NAGAR PANCHAYAT DHAMDHA

ESTIMATE OF GROUND FLOOR

As per C.G PWD Building sor w.e.f-10-06-2026

Sno Code Particulars No L B H/D Qty Unit 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).

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:

Column upto slab Top

X-X Wall 0.2 0.2

Y-Y Wall 0.2 0.2

X-X Wall 12 0.2 0.3

Y-Y Wall 25 0.2 0.3

1st Flight 1 2.5 1.38 0.15

Mid Landing 1 2.76 1.5 0.15

2nd Flight 1 2.5 1.5 0.15

Ground floor area

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

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

Column upto slab Top

2.1.8 Beams, lintels, cantilevers & walls

2.1.13 Weather shade, chhajja, Cornices and mouldings

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

2.1.8 Beams, lintels, cantilevers & walls

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

Ground floor area

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

As Per Item No. x 70

@70Kg per cum of concrete Total kg 46

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)

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:

5 11.1 6mm thick cement plaster of mix:

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

Ground floor area

11.2 12mm thick cement plaster of mix:

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

xx wall 4 3.15 3

yy wall 10 3.64 3

Extra 5% For Column

7 11.3 15mm thick cement plaster on the rough side of single or half brick wall of mix:

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

X-X Wall 2 15 3

8 12.78 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0 mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS:15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below (+/- 10mm) laid on 20mm thick cement mortar 1:4 (1cement: 4 coarse sand) including grouting the joints with withe cement and matching pigments etc. complete.

12.79.1 Size 600x600mm thickness 9 to 10mm

9 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 20mm 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.

12.74.1 Size 300x300mm thickness 7 to 8 mm

toilet area 2 2.96 1.4

10 14.54.1 Providing and applying plaster of paris putty over plastered wall surface including scaffolding complete

Upto 2 mm thickness to make surface even and smooth in line and level.

Asper Item No. 5&6 - - -

11 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare, JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work.

Asper Item No. Sqm 73

12 14.62 Providing and applying Acrylic washable Distemper or lite economy Plastic emulsion paint having VOC content less than 50gms/ lit Minimum two coats up to final finish applied @ 1.25 Kg/ 10Sqm as per relevant I.S. Code 428:2000 (product such as Tractor Uno, Dulux Duval, Berger Bison, Opus Style/lite economy emulsion product such as Asian Tactor Spark , Dulux Pomise sheen, Neroloc Litil Master, Berger Bison Lite, Nippon Superio.) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work.

Asper Item No. 5&6 - - -

14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades 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 ( Glossy /Semi Glossy finish ) (Product such as Asian Ace , Dulux Promise Exterior , Berger Wall Masta , Nerolac Suraksha Plus , Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work (With 2 Year Warranty)

Asper Item No. - - -

14 9.37 Providing and fixing M.S. fan clamp/hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

15 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

16 8.14 Providing and fixing flush door shutters, core of block board construction with frame of first class hard wood and well matched first class Indian teak ply veneering on one face and commercial ply veneering on the other face of the shutter with vertical grains, cross bands and face veneering excluding hinges.

8.14.1 40 mm. thick (single leaf)

17 8.3 Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm.

18 8.148.2 8.148 Providing and fixing factory made UPVC door frame made of UPVC profile section having an overall dimension as below (tolerance ± 1mm) with wall thickness 2.0mm ± 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 19 X 19mm 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 8.148.2 Extruded section Profile size 42x50 mm.

19 8.149.2 8.149 Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. 8.149.2 30 mm thick door shutters with styles and rails of size 60x30 mm

20 8.58 Providing and fixing bright finished brass butt hinges with brass polished MS screws complete:

8.58.2 100x85x5.50 mm (Heavy Type)

21 8.6 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws complete:

22 8.61 Providing and fixing brass door latch with brass polished MS screws complete:

23 8.62 Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete:

24 8.65 Providing and fixing bright finished brass door handles with brass polished MS screws complete:

25 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.

For Qty of steel= Areax15.00 kg/Sqm 1 x 15

26 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 and panelling to be paid for separately

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).

Window & Ventilation

For weight (8 kg/ Sqm) 1 x 8

27 9.59 Extra for providing and fixing reflective glass panes in aluminium door, window, ventilator shutters and partitions instead of float glass.

9.59.3 6 mm thickness

As per item No- - - -

28 14.72 Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work.

29 9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete.

9.57.1 SS Grade 204

Railings For Stair 2 3 0.9

NAGAR PANCHAYAT DHAMDHA

EXTERNAL DEVELOPMENT-SEPTIC TANK

As per C.G PWD Building sor -10-06-2026

SN DESCRIPTION OF ITEM 1 NO MEASUREMENT QTY RATE UNIT 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 level

1.1.1 In all types of soils.

[PWD S.O.R. I-1.1.1

1.9 Extra rate for lead for every 50m lead or part thereof and upto 150 m beyond 50 m free lead and 1.5 m free lift by manual means only

1.9.1 For Soils

[PWD S.O.R. I-1.9.1

2 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.

[PWD S.O.R.P-I-1.18]

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.

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

PWD S.O.R.-I-3.1.3

4 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M.

[PWD S.O.R.I-1.17]

Total qty of excavation - sand filling+PCC+RCC upto GL

5 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)

PWD S.O.R.-I-7.5.4

6 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal

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

PWD S.O.R.-I-2.1.7

7 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works up to plinth level excluding cost of form work

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:

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

PWD S.O.R.-I-3.2.1

Chamber 0.6 0.45 0.15

Subtotal 3539+83

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

3.12.1 Thermo-Mechanically treated bars FE 415

PWD S.O.R.-I-3.12.1

9 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.2 In Cement Mortar 1:4 (1 cement : 4 fine sand)

PWD S.O.R.-I-11.2.2

10 11.5 Neat Cement punning.

PWD S.O.R.-I-11.5 Area of plasrter

11 20.14 Supplying and fixing C.I. cover without frame for manholes :

20.14.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

PWD S.O.R.-I-20.14 1

total 1039 each