Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026

GOVERNMENT OF BIHAR

Public Health Engineering Department

Public Health Division Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

This Estimate has been framed by Executive Engineer, PH.Division, ARWAL for Technical Sanction of Constructon of Office Of AE Building Under P. H. Sub Division, ARWAL in the district Arwal. Administrative approval Accorded for Rs-72.91 Lacs vide departmental letter No-6/izkDd01-1144/2025-898 dated-14.05.2025. The proposed plinth area of the building is 153.81 sqm.Hence this Estimate has been framed with following detailed scope of work :-

1 Details Scope of work

a) Cost for Civil Works

b) Cost for Internal Water Supply & Sanitary Works

c) Cost for Electrical Works

d) Site Development

2 Specification: During the execution of work, standard specification of PHED/BCD (as per S.O.R 2022) will be followed.

3 Time of Completion: The work will be completed in Nine month after the fund is made available.

4 Estimated Cost: Rs. Lakh

Executive Engineer, P.H. Division,Arwal

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

ESTIMATED COST - Rs. 69.97 Lakh

EXECUTIVE ENGINEER

PUBLIC HEALTH DIVISION, ARWAL

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

(Ground Floor Only)

Abstract of Cost

(Civil + PHE+Electrical+Site Development+Furniture)

Sl. No. Particulars Estimated Amount

1 Cost for Civil Works (As per Sub estimate-01)

2 Cost for Internal Water Supply & Sanitary Works (As per Sub estimate-02)

3 Cost for Electrical Works (As per Sub estimate-03)

0.5 % Above 100 Lac 0.5 % Above 100 Lac 0

4 Site Development (As per Sub estimate-04)

5 Demolition work (As per Sub estimate-05)

6 Furniture & Furnishing (As per Sub estimate-06)

JE Assistant Engineer, P.H. Sub Division,Arwal Executive Engineer, P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Summary of Estimated Cost

Sl. No. Particulars Total Estimated Amount

0.0 Earth Works

0.0 Concrete Works

0.0 Reinforced cement concrete works

0.0 Masonary Works

0.0 Steel Works

0.0 Flooring Works

0.0 Plaster & Finishing works

0.0 Water proofing Treatment Works

0.0 Water proofing Treatment Works

0.0 Miscellaneous Works

0.0 Carriage of Materials

Total (Civil Works) : Rs.

Add factor of 0.0536 for 18% GST instead of 12%

JE Assistant Engineer Executive Engineer

P.H.Sub Div, Arwal P.H. Division, Arwal

PROJECT : Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Date of Tender :- 20.03.2026

Estimated Cost:- 6997146

Earnest Money :- 140000

Time of Completion :- 9 Months

Cost of BOQ :- Rs.10000.00 (through online payment only) +3540.00 (Beltron processing fee with other taxes through online payment only.)

1.1/ 2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum

1.2/ 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead. cum

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum

Sub Total '1' (Earth Work) : Rs.

0.0 Concrete Work

2.1/ 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

2.1.1/ 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum

2.2/ 4.12 Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures. Per 50 kg Cement 0

Sub Total '2' (Concrete Work) : Rs.

0.0 Reinforced Cement Concrete Works

3.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

3.1.1/ 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm

3.1.3/ 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm

3.1.5/ 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm

3.1.6/ 5.9.7 Stairs, (excluding landings) except spiral staircases. sqm

3.1.7/ 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. sqm

3.1.8/ 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm

3.1.9/ 5.9.16.1 Edges of slabs and breaks in floors and walls :

Under 20 cm wide Metre

3.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

3.2.1/ 5.22.7A TMTC-500- 8mm dia . kg

3.2.2/ 5.22.7B TMTC-500-10 mm dia. kg

3.2.3/ 5.22.7C TMTC-500-12 mm dia. kg

4.2.4/ 5.22.7 D TMT FE-500-16 mm dia. kg

3.2.5/ 5.22.7 E TMT FE-500-20 mm dia. kg

3.2.6/ 5.22.7 F TMT FE-500-25 mm dia. kg

3.3/ 5.33. Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge.

3.3.1/ 5.33.1 All work upto plinth level cum

3.3.2/ 5.33.2 All work from plinth level upto floor V level. cum

Sub Total '3' (RCC Work) : Rs.

0.0 Masonary Work

4.1/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.1/ 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work cum

4.1.2/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.2/ 6.1.12C Cement mortar 1 : 4 (1 cement : 4 coarse sand)- 125 mm th Brick work cum

4.2/ 6.3C Extra for Brick work in superstructure above plinth level upto floor V cum

4.2.1 250 mm th Brick work in C.M (1:6) cum

4.2.2 125 mm th Brick work in C.M (1:4) cum

4.4/ 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks)

Sub Total '4' (Brick Work) : Rs.

5.1/ 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:shutters:

5.1.1/ 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm

5.2/ 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

5.3/ 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:

5.4/ 9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. each

5.5/ 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

5.6/ 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

9.101.2 Twin rubber stopper each

5.7/ 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) Sqm

5.8/ 9.40 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:

9.40.1 2nd class teak wood

Sub Total '5' (Wood Work) : Rs.

6.1/ 10.12.1 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

6.2/ 10.15 Providing and fixing pressed steel door frame confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

6.3/ 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing each

6.4/ 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works kg.

6.5/ 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

6.6.1/ 9.48.1 Fixed to steel windows by welding. kg.

6.4/ 10.32 Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required

6.5.1/ 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. kg.

6.8/ 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer

Sub Total '6' (Steel Work) Rs.

0.0 Flooring work

7.1/ 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. sqm

7.2/ 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to ben specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joint with white cement and matching pigments etc., complete

11.41.2 Size of Tile 600x600 mm metre 0

7.3.2/ 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete.

11.41.2 Size of Tile 60x60 cm sqm

7.4/ 11.46 Providing and laying Vitrified tiles in different sizes (thickness to bem specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.

7.4.2/ 11.46.2 Size of Tile 600 x 600 mm. sqm

7.5/ 11.38 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cementand matching pigment etc., complete. sqm

7.6/ 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Motar 1:3 (1cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm

8.9/ 11.32 Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.length Sqm 0

11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand).

11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab.

7.3.2/ 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

7.3.2/ 11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm

7.4/ 11.6 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1n cement:3 coarse sand) finished with a floating coat of neat cement.

7.4.2/ 11.6.1 18 mm thick sqm

Sub Total '7' (Flooring Work) : Rs.

0.0 Plaster & Finishing Works

8.1/ 13.11 12 mm cement plaster of mix

8.1.1/ 13.11.4 1:6 (1 cement : 6 coarse sand) sqm

8.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

8.2.1/ 13.12.2 1:4(1 cement: 4 coarse sand ) sqm

8.3/ 13.24 6 mm cement plaster to ceiling of mix.

8.3.1/ 13.24.2 1:4 (1 cement : 4 coarse sand) sqm

8.4/ 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm

8.5/ 13.77 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.

8.5.1/ 13.77.2 New work (two or more coats) over and including priming coat with cement primer. sqm

8.6/ 13.81 Applying priming coat:

8.6.1/ 13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood) sqm

8.6.2/ 13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm

8.7/ 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm

8.8/ 13.116 Forming groove of uniform size from 12 x 12 mm and upto 25 x 15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-charge. Metre

8.9/ 13.26 Neat Cement punning Sqm

8.10/ 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 Ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm) Sqm

Sub Total '8' (Finishing Works) : Rs.

0.0 Water Proofing Treatment Works :

9.1/ 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed protions of W.C. kitchen and the like consisting of :

i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.

ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.

iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area.

iv) IVth course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm Sqm 480.6

22.2 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be aid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

22.20.1 3 mm thick.. Sqm 472.5

Sub - Total '9' (Water Proofing Treatment Works) : Rs.

0.0 Water Proofing Treatment Works :

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be aid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

Sub Total '9' (Water Proofing Treatment Works ) : Rs.

0.0 Miscellaneous works

10.1/ 12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. nos. 4

10.2/6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,

10.3/4.17 Providing plinth protection .75 m wide consisting of 12 mm thick cement plaster 1;6 with neat cement punning over 75 mm thick P.C.C. (1:3 :6) over brick flat soling over 75 mm thick local sand filling all complete Sqm

2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m all kind of soil 100sqm 1355.4

2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared 100sqm 697.4

6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,

Sub -Total ' 10 ' (Miscellaneous Works) : Rs.

0.0 Carriage of Materials

(I) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 nos 28210.15

(ii) Coarse Sand (lead -180 km) cum 0.99_);\(0.99\)

(iii) Stone Chips (lead -325 km from Mirzachauki) cum 68.3

(iv) Local sand ( 1 km kutcha + 2 km pucca) cum

Extra Cost of Material

(vi) Bricks per 1000 nos

Sub Total '11' (Carriage of Materials): Rs.

0.0 Difference in cost of Materials

(i) Cement bag 616

(ii) Bricks per 1000 nos 30784

Sub Total '12' (Difference in cost of Materials): Rs.

Total cost for civil works (Rs.) : Rs.

WATER SUPPLY WORKS

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

Exposed on walls

18.7.3 25 mm nominal outer dia Pipes Metre 18

18.7.5 40 mm nominal outer dia Pipes Metre 22

18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.

18.8.1 15 mm nominal outer dia Pipes Metre 15

18.8.2 20 mm nominal outer dia Pipes Metre 12

18.16 Providing and fixing brass stop cock of approved quality (screwed end).

18.16.1 15mm nominal bore Each 6

18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

18.17.1 25mm nominal bore Each 1

18.17.3 40mm nominal bore Each 2

18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

18.19.2.1 25mm nominal bore

Horizontal Each 1

18.21 Providing and fixing P V C connection pipe with brass unions.

18.21.2.1 45 cm length

15 mm nominal bore Each 6

18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc.complete (new work)

18.46.1 15 mm nominal bore Each 4

18.46.2 20 mm nominal bore Each 4

18.46.3 25 mm nominal bore Each 2

18.46.5 40 mm nominal bore Each 2

18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 Each 4

18.5 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms.

18.50.1 15 mm nominal bore Each 4

18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms.

18.51.1 15 mm nominal bore Each 4

18.52 Providing and fixing C.P brass stop cock (concealed) of standard design and of approved mark conforming to IS:8931

18.52.1 15mm nominal bore Each 4

18.53 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931

18.53.1 15mm nominal bore Each 4

18.65 Providing and fixing PTMT Soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. Each 4

18.76 Cutting holes up to 30 x 30 cm in walls including making good the same:

18.76.1 With common burnt clay F.P.S. (non modular) bricks Each 4

18.77 Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. Each 4

18.79 Making holes up to 20 x 20 cm and embedding pipes upto 150 mm in diametre in masonary and filling with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including dispopsal of malba. Each 4

Sub total (Water Supply works) : Rs.

SANITARY INSTALLATION

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

17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap Each 4

17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings Each 4

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

17.28.2.2 Flexible pipe

40 mm dia Each 6

17.31 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers comelete. Each 4

17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete Each 4

17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms Each 4

17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Metre 25

17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron / Cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone agregate 20 mm nominal size) including cost of cutting holes and making good the walls etc.

17.37.1 For 100 mm dia pipe Each 8

17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick bolts and nutts complete

Sand cast iron S&S as per IS - 3989 Each 8

17.39 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 Each 8

17.43 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts & nuts complete.

Sand cast iron S&S as per IS - 3989 Each 8

17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 Each 8

Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :

17.60.1.2 Sand Cast Iron S&S as per IS: 1729 Each 4

17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

17.65.1 100 mm diameter pipe metre 18

12.78 Providing and fixing on wall face unplasticised PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

12.78.2 110mm diameter

12.79 Providing and fixing on wall face unplasticised PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

12.79.2.2 Single pushfit Coupler:

12.79.3.2 Single tee with door Each 8

12.79.5.2 Bend Each 8

12.79.6.2 Shoe plain Each 8

12.80 Providing and fixing unplasticised-PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S screws or required length including cutting brick work and fixing on cement mortar (1:4) 1 cement:4 coarse sand and making good the wall etc. complete.

12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams.

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

17.1.1 White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests.

17.2 Providing and fixing white vitreous china pedastal type water closet (European type W.C pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

17.2.1 W.C pan with ISI marked white solid plastic seat and lid.

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

17.10.1.1 Kitchen sink with drain board

510x1040 mm bowl depth 250 mm Each 1

17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms. Each 4

17.5. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe,spreaders with unionsand clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I.trap with outlet grating and other couplings in C.P. brass, includingpainting of fittings and cutting and making good the walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern Each 2

18.48 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. P/L 5000

17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distances of 37mm fromwall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 90 gms. Each 3

Sub total ( SANITARY INSTALLATION) : Rs.

SEWARAGE & DRAINAGE

19.1 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

19.1.2 150 mm diameter Metre 21

19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design.

19.2.2 150mm diameter S.W. pipe Metre 18

19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

19.4.3.1 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 3

19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design

19.30.1.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 3

Sub total (SEWARAGE & DRAINAGE) : Rs.

High Yield Tube Well & Motor (125mm*80mm*72m with 1 HP Motor)

Boring/drilling bore well of 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. (All types of soil)

24.1.1.1 (a) 300mm dia bore from G.L. to 90.0M P/M 72

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC (UPVC) 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.

(a) 125 mm nominal size dia P/M 30

24.3.5 (b) 80 mm nominal size dia P/M 21

24.4.5 (b) 80 mm dia UPVC Strainer P/M 21

Supplying the following fittings & fixing the same in position as per approved lowering assembly and strata chart including providing all equipments and welding the same on process of lowering the assay etc. all complete as per S/D of E/I.

(a) 125 mm dia P.V.C. well cap Each 1

(a) 125 mm dia P.V.C. centre guide Each 4

(c) 80 mm dia center guide Each 6

(d) 80 mm dia P.V.C. pipe shoe plug Each 1

(f) 125mm x 80 mm dia P.V.C. Reducer Each 1

(f) 125mm dia M.S Clamp Each 1

24.8 Providing all materials, labours, & equipments for fixing tube well with pea gravel of Dalbhumigarh to size 4mm to 8mm approx. as suitable for strata including carriage washing, placing and packing the same in position around the tube well etc. all complete as per direction of E/I. P/M3 5.5

Carriage of Pea Gravel from Dhalbhumigarh to Sheohar (taken av distance 400km.) P/M3 5.5

24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water sampl &getting tested in approved laboratory, disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Each 3

Supplying all materials and labours for arrangement for additional water required during the drilling period for 40 Hrs & site clearance & leveling etc. And providing the soap duster etc. to staff engaged in drilling etc. all complete work as per specification & direction of E.I. Each 1

N.S. Supply Installation, commissioning and testing of single phase 1 H.P. submersible pump set having discharging capacity 1.9 Ips at a total head of 30 meter(approx) of KSBj Kirloskaror, crompton equivalent make with all accessories& fittings etc including loading unloading and transportation of the pump set to the work site with all required labour, materials, tools and tackles installation, testing & (i) 50 mm dia x 3 mtrs long medium classG.I column pipe both end thread and one end socketed- 6(six)nos (ii) lx3x2,5 mm' flat copper conductor submersible cable -40 (forty) mtrs. (iii) 50 mm dia union socketlIonel no. (iv) 65 mm dia x 250 mm long G.!. nipple- 1(one) no. (v) 50 mm dia G.I Elbow-l(One) no. (vi) 50 mm dia M.S, clamps-2(Two) Pairs. (vii) 50 mmx 250 mm long G.I nipple- lIOnel no. (viii) Tube well cap for T/WelllIonel no. (ix) 50 ":l~ia x 65 mm dia Each Set

Sub total (TUBEWELL) : Rs.

2.6 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 34.01

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead. cum 34.01

2.27 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 Ali kinds of soil. cum 6.52

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 1.55

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4 ( 1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 1.83

11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per specification and direction of E/I. Per M2 13.47

6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.14A Cement mortar 1:6 ( 1 cement: 6 coarse sand) Cum 8.92

6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 ( 1 cement: 4 coarse sand) Sqm 3.36

13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. Sqm 40.82

5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 1.26

5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Cum 2.56

5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 5.4

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 1.75

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 2.5

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 6.24

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1E Mild steel 8 mm dia Kilogram 130

5.22.1F Mild steel 10 mm dia Kilogram 20

19.18 Supplying and fixing C.I. cover without frame for manholes

19.18.2 500 mm diameter C.I cover (medium duty) the weiht of he cover to be not less than 58 kg. Each 4

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design

19.15.1 With 20x20mm square bar Each 12

Sub total (SEPTIC TANK) : Rs.

Carriage of Materials

1 Bricks (lead -1 km kutcha + 7 km pucca) ‰ No. 4077

2 Coarse Sand cum 4.26

3 Stone Chips cum 3.05

4 Local sand (1 km kutcha + 2 km pucca) cum 2.75

5 Diffrences cost of materials

6 Bricks 100A ‰ No. 3949

7 Cement Tone 44.92

Sub total (CARRIAGE) : Rs.

Electrical Works

1.3 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor cable in recessed PVC conduit with modular type switch , modular plate, suitable size GI box etc as required.

1.3.3 Group C Point 22

1.31 Supplying and fixing suitable size GI box with modular plate and cover in recess including providing and fixing modular type 3 pin 5/6 amps socket outlet & 6A switch connection etc. as required. Each 19

1.32 Supplying and fixing of suitable size GI box with modular plate and cover in recess including providing and fixing modular 6 pin 15/16 amp socket outlet &15/16 amp modular switch including connection,painting etc as required Each 15

1.5 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required meter 56

1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 23

1.34 Supplying and fixing Batten/angle holder on the exisiting jucction box/pvc box including connection etc. as required. Each 19

1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Meter 25

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 22

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 18

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 15

1.7.12 4 X 10 sq. mm + 1 X 10 sq. mm earth wire Meter 12

1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required

1.15.1 1 X 1.5 sq. mm Meter 22

1.38 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 2

2.31.1 Supplying and fixing following rating and pole, 24A/415 volts, MCB type changeover in the existing MCB DB complete with connections, testing and commissioning etc. Each 4

AR Supplying and fixing Suitable G.I box with modular plate & cover in front of surface or in recess including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet & 4 nos 5/6 amps modular switch, connnection etc as required.( Use for computer point) Each 6

2.9 Supplying and fixing following way, horizontal type,three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

2.9.1 4 way ( 4 + 12 ), double door, horizontal type Each 1

2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.1 6 Amp. To 32 Amp. SP MCB Group-B 240 Volt Each 6

2.12.7 50/63 Amps, Tripole pole and neutral Each 3

0.9 Supplying and fixing 70112 watt LED type Bulk-head luminaire with m inimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,lP 65 protection and complete u.,ith integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. Each 8

6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

6.1.6 15 watt LED lamp Each 8

5.11 Supplying and fixing wall mounted light bracket/ fixture made with polycarbonate suitable for single 9/10 watt LED lamp directly on wall including connections etc as required. ( But without lamp ) Each 12

5.6 Supplying and fixing following types aluminium extruded suspended type LED luminaire with minimum efficacy 100 lm/w ensuring uniform and continuous illumination including suspension system complete with electronic driver etc and connection with 1.5 sq.mm FRLS pVC insulated copper conductor cable etc as required.

5.6.2 4' long X 35/40 watt Each 4

5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required.

5.14.4 90 watt Each 1

8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ CFL street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. Each 2

8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 6

1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc.as required. Each 6

8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage,connection, testing and commissioning etc as required.

8.17.1 300 mm sweep Each 1

8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.). sqft 4

2.4 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required'

2.4.3 160 Amp, 36 KA, FPMCCB Each 1

2.4.18 500 Amp, 35 KA, TPMCCB Each 1

2.7 Providing and fixing following capacity four pole ONload/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required.

2.7.6 200 Amp, four pole Each 1

2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.7 40/63 Amps, Tripole pole and neutral Each 6

AR Supplying and fixing Copper strips 50x5mm sizefor busbar including inter connection etc as required per kg 9

8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. each 1

AR Supplying and fixing Pilot lamp for indication. each 2

AR Supplying and drawing of following size of ISI marks FR PVC insulates singke core copper conductor cable for inter connection of main switch/ busbar main switch etc as required.

4 X 16.0 sq. mm mtr. 9

AR Supplying of following size& core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

185 sq. mm 3.5 core mtr. 10

7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required

7.1.3 Above 95 sq. mm and upto 185 sq. mm mtr. 16

3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 1

3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 19

AR SITC of OPR Early steamer emission (ESE) lighting protection along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1

AR SITC of mounting mast to hold early steamer emission OPR 45 of rubust design with guy wire & base plate along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1

AR Supply of OPP flash light counter working electromechanically without any power supply Make ABB/ Hakel/ LPL etc all complete as required each 1

AR Supply & instalation of 25 x 3 mm copper down conductor with all Accessory Make ABB/ Hakel/ LPL etc all complete as required mtr 16

AR SITC test clamp manufactured from high quality alloy of copper for excellent corrosion resistance Make ABB/ Hakel/ LPL etc all complete as required mtr 1

3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for eafth electrode to fill up the excavated earth and earth inspection pit etc. as required. per set 1

2.1 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required.

2.1.5 63 Amp, TP&N each 1

AR Supplying of following size & core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

25 sq. mm 3.5 core mtr. 15

GeM Providing and installing 1.5 Ton Split wall mount AC of % star rating ISEER value>=5 to <=5.5 inverter AC- variable speed. Cooling capacity 4750-5800, copper condenser,synthetic air filter,refrigerant GWP 675(R32),refrigerant ozone layer depletion Zeroetc with necessary accessories all complete as per direction of engineer in charge.

GeM Providing and installing Inverter heavy duty 1.2 KVA with warranty of 2 years all complete as per direction of engineer in charge.

GeM Providing and installing stabilizer 5kva Input voltage range Single Phase Sine wave (90V-300V) with 36 month warranty all complete as direction of engineer in charge

GeM Providing and fixing RO water purification system having all the necessary components such as pressure pump, filters, water tank, suitable hot / cold / normal water dispensing arrangement, control system etc as applicable to provide safe drinking water as per IS 10500 and as per IS 16240 with 15L/hr purification capacity.

GeM Tubular Battery for Home, Office & Shops 200Ah Recyclable and Reliable Inverter Battery

Sub total (Electrical works) : Rs.

SITE DEVELOPMENT

(A)Campus Filling

1- 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. in Construction area of the office building M3 120

1.1/ 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. M2 200

(B) Approach Road

2- 11.72 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I. M2 70

2.1- 4.1.4 Providing and laying in position cement concrete of spcified grade excluding the cost of centring and shuttering all work upto plinth

1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size) M3 10.5

2.2/ 4.3.1 Shuttering M2 6

(C) Carriage of materials

3 Carriage of the following materials from quarry to work site including loading, unloading and staking at work site as per specification & direction of E/I.

Bricks Nos. 2240

Coarse Sand M3 4.62

Stone Chips M3 9.24

Local sand M3 70

(D) On edge soling

4/11.73 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I. M2 250

Sub total (Site Developement works) : Rs.

(1.1) SOR 15.7 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:

15.7.4 In cement mortar M3 67.56

(1.2) SOR 15.8 Removing mortar form bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured):

15.8.3 From brick work in cement mortar

Recoverable bricks=40% of Item 1.1 =32.09X40%= 12.84 M3 21.69

(1.3) SOR 7903 Recovery of useable whole size Machine moulded common burnt clay FPS (non modular) bricks of class designation 12.5 per 1000 10.94

0.0 Doors and Windows

(2.1) SOR 15.12.1 Dismantiling doors windows and clerestory windows (steel or wood) shutters including chowkhats, architrage, holdfasts etc. complete and stacking within 50 metres lead: (NOTE: THE RECOVERED DOORS AND WINDOWS AND MS GRILLS WILL BE STACKED IN PH Div ARWAL STORE.) Each 0.0

0.0 Floor and RCC Ceiling

3.1) SOR 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: Cum 25.13

Sub total (Demolition works) : Rs.

1 Supplying and placing grandeur main table of size 1800x900x730 with ERU. Under structure of main table should have gable end modesty panel. Modesty panel should be made of prelaminated MDF board. Thickness of table top should be 40mm thick and thicjness of gable end should be 18mm. It should have keyboard tray with telescopic channel. and two set of movable drawer units with locking system with 3 sets of keys foe each drawer unit. each 0.0

2 Supplying and placing GODREJ INTERIO table of size 1800x900x750. It Consists of Combination of Main Table with Extended Return Unit with Pedestal Storage Unit and Wooden bookcase. each 0.0

3 Supplying and placing GODREJ INTERIO Modular Table with Particle Board Table Top and Metal Understructure each 0.0

4 Supplying and placing GODREJ INTERIO Revolving Chair with Active biosynchro mechanism each 0.0

5 Supplying and placing high back revolving chair with sychronic tilt mechanism. Seating base material HOT pressed plywood with PU foam. Hydraulic adjustable mechanism. each 0.0

6 Supplying and placing non revolving non tilting four legged with armrest chair. Frame tube of SS 304 hollow section confirming to 1161. Seating material hot pressed plywood with PU foam. each 0.0

7 Supplying and placing almirah confirming to IS 3312 with overall dimesion of shelving 1855x910x480. all complete as per direction of engineer In Charge. each 0.0

Sub total (Furniture works) : Rs.

GRAND TOTAL : Rs.

Note :- Successful Bidder will have to submit vetted Structural Design & Drawing duly approved by component authority. The Cost of vetted Structural Design & Drawing will be borne by successful bidder.

Permissible Limit

1 Estimated Cost :-

2 Cost of Govt. Material :- NIL

3 Permissible limit :-

4 Name of the Contractor

5 Address of the Contractor

6 I/We offer in Figure ………………. In words …………………………………% (percentage ) High/Less Estimated rate are maintioned in the Bill of quantity. IN FIG.

Executive Engineer, P.H. Division, Arwal

Estimate of Quantities

Sl. No. Item No. L B H/D Qty. Unit

1.1 Earth work in excavation Foundation

1.2 Filling available excaveted earth

Local sand filling cum

Foundation R.C.C cum

1.3 S/F Local Sand in Foundation & Plinth

Foundation X 0.15 cum

Store 1 0.000 7.52 cum

Waiting Lobby 1 cum

Staff Room 1 cum

Corridor 1 0.000 0.45 cum

Toilet 1 0.999 0.45 cum

HER 1 0.000 0.45 cum

PH Toilet 1 cum

Portico/ Entrance 1 cum

Ramp 1 0.000 cum

entrance Steps 6 cum

0.0 Concrete work

2.1 Providing P.C.C (1:2:4) in foundation and plinth 0.075 cum

Plinth 0.075 cum

Providing & Laying RCC M25 upto Plinth

Padestal 0.15 cum

Column upto PL `

Wall, Column, Pillar

Column PL to Top

Mumty 4 2.85 cum

Parapet 15 1.05 cum

B/w Grid -A & B 2 cum

B/w Grid -A & B 1 cum

B/w Grid -A & B 1 cum

B/w Grid -A & B 1 cum

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

B/w Grid -1 & 2 2 cum

B/w Grid -4 & 5 1 cum

deduction for column cum

Foundation Connecting beam

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

deduction for column cum

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

deduction for column cum

deduction fo stair -1 0.135 cum

total Roof slab cum

RCC M25 in Lintel

RCC Band at Lintel etc. 1 0.25 cum

parapet band 1 cum

RCC Fins 1 0.6 cum

Waist Slab 2 cum

Landing Slab 2 cum

3.3.1 All Works upto PL

Column upto PL cum

Foundation Connecting beam cum

3.3.2 RCC Above plinth

RCC M25 in Lintel cum

3.2 Reinforcement for RCC Work

Foundation cum @ 100 kg/cum MT

Columns cum @ 200 kg/cum MT

Foundation Connecting beam cum @ 120 kg/cum MT

Grade Beam cum @ 125 kg/cum MT

Roof Beam cum @ 150 kg/cum MT

Roof Slab cum @ 100 kg/cum MT

Lintel cum @ 60 kg/cum MT

RCC Band at Lintel cum @ 60 kg/cum MT

RCC Chajja cum @ 60 kg/cum MT

Fins cum @ 60 kg/cum MT

Stair cum @ 105 kg/cum MT

3.1 Centring and Shuttering

3.1.1 Foundation, footings

3.1.3 Suspended Floor Roof Landing

Landing Slab sqm

3.1.4 Lintel Beam, Plinth Beam

X - Direction sqm

X - Direction sqm

X - Direction sqm

RCC M25 in Lintel 2 / sqm

3.1.5 Column, Pillar, Piers

Column PL to Top

3.1.6 Stairs (excluding landing)

Landing Slab sqm

3.1.7 Vertical & Horizontal Fins sqm

3.1.8 Wheather shade chhajja / 0.075 sqm

3.1.9 Edges of slab

0.0 Brick Works

4.1 Fly ash Brick work in CM(1:4) in foundation 1 0.25 cum

Same as length of grade beam cum

4.2 Fly ash Brick work CM(1:4) in Super Structure

Grid -3,6 & 7 0 cum

Grid - A & C 0 cum

Grid -A & D 2 cum

Grid -B 1 0.25 cum

Grid -1 & 5 2 0.25 cum

Grid -5 & 6 2 cum

Grid -5 & 6 2 cum

Mumty 1 0.25 cum

4.4 Extra for providing and placing in position 2 Nos, 6 mm dia cum

5.1 P/F Flush Door Shutter

5.2 P/F aluminium Sliding door bolt 300X16mm

5.3 P/F Aluminium tower bolt

5.4 P/F Aluminium pull bolt lock

5.5 P/F Aluminium handle

5.6 P/F Aluminium flower door stopper

5.7 Extra for providing lipping sqm

5.8 P/F wooden moulded beading mtr.

0.0 Steel Works

6.1 P/Fsteel glazed window

6.2 P/F Presed Steel door frame

6.3 P/F MS Fan Clamp. 1 x 18 Nos.

6.5 P/F MS Grill to window sqm @ 12 kg/sqm kg

6.7 P/F steel work in built up section

Gate 1 3.05 sqm

6.8 P/F Collapsible Gate

0.0 Flooring Work

7.1 Providing 100A one brick flat soling

Foundation / sqm

7.2 Extra for providing and fixing 30 mm x 4 mm glass strips

Bed room 14 mtr.

Sleepout 5 mtr.

Stair case 5 mtr.

First Floor Same as Gr. Floor mtr.

7.2.1 Vetrified Tiles 600x600mm in Flooring

7.3.1 Vitrified Floor Tiles in Flooring

Waiting Lobby sqm

7.2.2 Vetrified Floor Tiles in Skirting

7.3.2 Vitrified tiles in Skirting

Waiting Lobby 0.1 sqm

Staff Room 0.1 sqm

Corridor 0.1 sqm

7.4 P/F Ceramic floor tiles

7.5 Providing and fixing 1st quality ceramic glazed wall tiles

PH Toilet 1.8 sqm

7.6 kota stone flooring

Staircase 1 sqm

Landing Slab sqm

Steps riser 0.15 sqm

StepsTreads 0.3 sqm

entrance Steps sqm

Staircase 0.1 sqm

Landing Slab 0.1 sqm

Entrance 0.1 sqm

entrance Steps 0.1 sqm

7.7 Extra for medge molding sqm

7.8 cement concrete flooring

7.9 cement concrete Skirting

Portico 0.15 sqm

0.0 Plaster and finishing work

8.1 Providing 12mm cement plaster (1:6)

Waiting Lobby sqm

Deduction door window

Parapet 1 1.05 sqm

8.2 Providing 15mm cement plaster (1:3) External Wall

Outer wall 1 sqm

Qty vide item 3.1.8 sqm

Deduction window

8.3 Providing 6mm cement plaster (1:4) with clean coarse sand Celling

Waiting Lobby sqm

Portico/ Entrance sqm

Terrace mumty sqm

Chajja same as item 3.1.8 sqm

Landing Slab sqm

8.4 Providing and applying wall putty of 2 mm thick

Total Qty ,+ sqm

8.5 Providing two coats of oil bound distemper

Internal plaster sqm

8.6.1 Providing two coats of synthetic enamel paint over a coat of primer over new

Wooden surface 2 sqm

8.6.2 Providing primer of red lead paint one coat over new

Steel surface same as item 5.1 sqm

8.7 Providing two coats of synthetic enamel paint over steel surface + sqm

8.8 Forming grooves of uniform size 1 mtr.

8.9 Providing 1.5mm neat cement punning 1 sqm

8.1 Acrylic smooth extrier Pant Qty as per item no 8.2 sqm

0.0 Water Proofing Treatment Works :

9.1 Water proofing treatment to vertical and horizontal surface of depress portion

Sunken Floors 1 sqm

Terrace Area 1 Sqm

0.0 Miscellaneous Works

10.1 Providing plinth protection 0.75m wide

Brick flat soling Qty as per above sqm

Sand filling 1 1 cum

P.C.C(1:3:6) same as per above cum

12mm cement plaster (1:6) 1 1 sqm

10.2 Making khurras 45x45cm 4 Nos

11 Carriage of Materials

Qnty Cement (Tonnes) Bricks (Nos) Coarse sand (cum) Stone chips (cum) Local sand (cum)

1 Local sand filling

4 masoonary work in CM (1:6)

5 half masonary work in CM(1:4)

6 Brick flat soling

7 Vetrified Tiles flooring 0

8 Vetrified tiles in skirting 0

9 Vitrified flooring

10 vetrified tiles in skirting

12 cement concrete flooring

13 cement cincrete in skirting

14 Ceramic glazed tiles in dado

15 Ceramic glazed Wall tiles

17 15mm CP in 2 layer

19 Neat cement punning

20 Water proofing treatment in sunker

21 Water proofing treatment on terrace

22 Plinth protection

Tonnes Nos Cum Cum Cum

Assistant Engineer Executive Engineer

P.H.Sub Div, Arwal P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Estimate of Quantities

Sl. No. Item No. L B H/D Qty. Unit

0.0 Earth Work p c c=.75mm

1.1 Earth work in excavation Foundation l.s.f = 150mm

F1 3 1.5 cum b f s =75mm

1.2 Filling available excaveted earth

Local sand filling cum

Foundation R.C.C cum

1.3 S/F Local Sand in Foundation & Plinth

Foundation X 0.15 cum

Store 1 0.000 7.52 cum

Waiting Lobby 1 cum

Staff Room 1 cum

Corridor 1 0.000 0.45 cum

Toilet 1 0.999 0.45 cum

HER 1 0.000 0.45 cum

PH Toilet 1 cum

Portico/ Entrance 1 cum

Ramp 1 0.000 cum

entrance Steps 6 cum

0.0 Concrete work

2.1 Providing P.C.C (1:2:4) in foundation and plinth 0.075 cum

Plinth 0.075 cum

Providing & Laying RCC M25 upto Plinth

Padestal 0.15 cum

Column upto PL `

C1 12 cum avrage depth of found.=.400

Wall, Column, Pillar

Column PL to Top

Mumty 4 2.85 cum

Parapet 15 1.05 cum

B/w Grid -A & B 2 cum

B/w Grid -A & B 1 cum

B/w Grid -A & B 1 cum

B/w Grid -A & B 1 cum

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

B/w Grid -1 & 2 2 cum

B/w Grid -4 & 5 1 cum

deduction for column cum

Foundation Connecting beam

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

deduction for column cum

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

deduction for column cum

deduction fo stair -1 0.135 cum

total Roof slab cum

RCC M25 in Lintel

D2 2 0.25 cum Chajja

RCC Band at Lintel etc. 1 0.25 cum

parapet band 1 cum

RCC Fins 1 0.6 cum

Waist Slab 2 cum

Landing Slab 2 cum

Steps 8 0.3 cum

3.3.1 All Works upto PL

Column upto PL cum

Foundation Connecting beam cum

3.3.2 RCC Above plinth

RCC M25 in Lintel cum

3.2 Reinforcement for RCC Work

Foundation cum @ 100 kg/cum MT

Columns cum @ 200 kg/cum MT

Foundation Connecting beam cum @ 120 kg/cum MT

Grade Beam cum @ 125 kg/cum MT

Roof Beam cum @ 150 kg/cum MT

Roof Slab cum @ 100 kg/cum MT

Lintel cum @ 60 kg/cum MT

RCC Band at Lintel cum @ 60 kg/cum MT

RCC Chajja cum @ 60 kg/cum MT

Fins cum @ 60 kg/cum MT

Stair cum @ 105 kg/cum MT

3.1 Centring and Shuttering

3.1.1 Foundation, footings

3.1.3 Suspended Floor Roof Landing

Landing Slab sqm

3.1.4 Lintel Beam, Plinth Beam

X - Direction sqm

X - Direction sqm

X - Direction sqm

RCC M25 in Lintel 2 / sqm

3.1.5 Column, Pillar, Piers

Column PL to Top

3.1.6 Stairs (excluding landing)

Landing Slab sqm

3.1.7 Vertical & Horizontal Fins sqm

3.1.8 Wheather shade chhajja / 0.075 sqm

3.1.9 Edges of slab

0.0 Brick Works

4.1 Fly ash Brick work in CM(1:4) in foundation 1 0.25 cum

Same as length of grade beam cum

4.2 Fly ash Brick work CM(1:4) in Super Structure

Grid -3,6 & 7 0 cum

Grid - A & C 0 cum

Grid -A & D 2 cum

Grid -B 1 0.25 cum

Grid -1 & 5 2 0.25 cum

Grid -5 & 6 2 cum

Grid -5 & 6 2 cum

Mumty 1 0.25 cum

4.4 Extra for providing and placing in position 2 Nos, 6 mm dia cum

5.1 P/F Flush Door Shutter

5.2 P/F aluminium Sliding door bolt 300X16mm

5.3 P/F Aluminium tower bolt

5.4 P/F Aluminium pull bolt lock

5.5 P/F Aluminium handle

5.6 P/F Aluminium flower door stopper

5.7 Extra for providing lipping sqm

5.8 P/F wooden moulded beading mtr.

0.0 Steel Works

6.1 P/Fsteel glazed window

6.2 P/F Presed Steel door frame

6.3 P/F MS Fan Clamp. 1 x 18 Nos.

6.5 P/F MS Grill to window sqm @ 12 kg/sqm kg

6.7 P/F steel work in built up section

Gate 1 3.05 sqm

6.8 P/F Collapsible Gate

0.0 Flooring Work

7.1 Providing 100A one brick flat soling

Foundation / sqm

7.2 Extra for providing and fixing 30 mm x 4 mm glass strips

Bed room 14 mtr.

Sleepout 5 mtr.

Stair case 5 mtr.

First Floor Same as Gr. Floor mtr.

7.3.1 Vitrified Floor Tiles in Flooring

Waiting Lobby sqm

7.3.2 Vitrified tiles in Skirting

Waiting Lobby 0.1 sqm

Staff Room 0.1 sqm

Corridor 0.1 sqm

7.4 P/F Ceramic floor tiles

7.5 Providing and fixing 1st quality ceramic glazed wall tiles

PH Toilet 1.8 sqm

7.6 kota stone flooring

Staircase 1 sqm

Landing Slab sqm

Steps riser 0.15 sqm

StepsTreads 0.3 sqm

entrance Steps sqm

Staircase 0.1 sqm

Landing Slab 0.1 sqm

Entrance 0.1 sqm

entrance Steps 0.1 sqm

7.7 Extra for medge molding sqm

7.8 cement concrete flooring

7.9 cement concrete Skirting

Portico 0.15 sqm

0.0 Plaster and finishing work

8.1 Providing 12mm cement plaster (1:6)

Waiting Lobby sqm

Deduction door window

Parapet 1 1.05 sqm

8.2 Providing 15mm cement plaster (1:3) External Wall

Outer wall 1 sqm

Qty vide item 3.1.8 sqm

Deduction window

8.3 Providing 6mm cement plaster (1:4) with clean coarse sand Celling

Waiting Lobby sqm

Portico/ Entrance sqm

Terrace mumty sqm

Chajja same as item 3.1.8 sqm

Landing Slab sqm

8.4 Providing and applying wall putty of 2 mm thick

8.5 Providing two coats of oil bound distemper

Internal plaster sqm

8.6.1 Providing two coats of synthetic enamel paint over a coat of primer over new

Wooden surface 2 sqm

8.6.2 Providing primer of red lead paint one coat over new

Steel surface same as item 5.1 sqm

8.7 Providing two coats of synthetic enamel paint over steel surface + sqm

8.8 Forming grooves of uniform size 1 mtr.

8.9 Providing 1.5mm neat cement punning 1 sqm

8.1 Acrylic smooth extrier Pant Qty as per item no 8.2 sqm

0.0 Water Proofing Treatment Works :

9.3 P/L water proofing on terrace

Terrace Area Sqm

0.0 Miscellaneous Works

10.1 Providing plinth protection 0.75m wide

Brick flat soling Qty as per above sqm

Sand filling 1 1 cum

P.C.C(1:3:6) same as per above cum

12mm cement plaster (1:6) 1 1 sqm

10.2 Making khurras 45x45cm 4 Nos

11 Carriage of Materials

Qnty Cement (Tonnes) Bricks (Nos) Coarse sand (cum) Stone chips (cum) Local sand (cum)

1 Local sand filling

4 masoonary work in CM (1:6) 45

5 half masonary work in CM(1:4)

6 Brick flat soling

7 Vetrified Tiles flooring 0

8 Vetrified tiles in skirting 0

9 Vitrified flooring

10 vetrified tiles in skirting

12 cement concrete flooring

13 cement cincrete in skirting

14 Ceramic glazed tiles in dado

15 Ceramic glazed Wall tiles

17 15mm CP in 2 layer 250

19 Neat cement punning

20 Water proofing treatment in sunker

21 Water proofing treatment on terrace

22 Plinth protection

Tonnes Nos Cum Cum Cum

JE Assistant Engineer Executive Engineer

P.H.Sub Div, Arwal P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Office Building

Summary of Cost

Sl. No. Particulars Estimated Amount (Rs.)

0.0 WATER SUPPLY WORKS

0.0 SANITARY INSTALLATION

0.0 SEWARAGE & DRAINAGE

0.0 TUBE WELL AND PUMP

0.0 SEPTIC TANK

Assistant Engineer, P.H. Sub Div, Arwal Executive Engineer, P.H. Division, Arwal.

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-02

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

Sl. No. SOR Code Description of Work Building Unit Qnty. Rate (Rs.) Amount (Rs.)

WATER SUPPLY WORKS

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

Exposed on walls

1.1 18.7.3 25 mm nominal outer dia Pipes 18 Metre 317.3

1.2 18.7.5 40 mm nominal outer dia Pipes 22 Metre 538.4

0.0 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.

2.1 18.8.1 15 mm nominal outer dia Pipes 15 Metre 278.2

2.2 18.8.2 20 mm nominal outer dia Pipes 12 Metre 350

0.0 Providing and fixing brass stop cock of approved quality (screwed end).

3.1 18.16.1 15mm nominal bore 6 Each 303.8

0.0 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

4.1 18.17.1 25mm nominal bore 1 Each 532.6

4.3 18.17.3 40mm nominal bore 2 Each 707.3

0.0 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

5.1 18.19.2.1 25mm nominal bore

Horizontal 1 Each 506.6

0.0 Providing and fixing P V C connection pipe with brass unions.

6.1 18.21.2.1 45 cm length

15 mm nominal bore 6 Each 85.2

0.0 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc.complete (new work)

9.1 18.46.1 15 mm nominal bore 4 Each

9.2 18.46.2 20 mm nominal bore 4 Each 185.6

9.3 18.46.3 25 mm nominal bore 2 Each

9.5 18.46.5 40 mm nominal bore 2 Each 419.7

0.0 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 4 Each 434.2

0.0 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms.

11.1 18.50.1 15 mm nominal bore 4 Each 715.1

0.0 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms.

12.1 18.51.1 15 mm nominal bore 4 Each 708.4

0.0 Providing and fixing C.P brass stop cock (concealed) of standard design and of approved mark conforming to IS:8931

13.1 18.52.1 15mm nominal bore 4 Each

0.0 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931

14.1 18.53.1 15mm nominal bore 4 Each 500.4

0.0 18.65 Providing and fixing PTMT Soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 4 Each 96.8

0.0 18.76 Cutting holes up to 30 x 30 cm in walls including making good the same:

16.1 18.76.1 With common burnt clay F.P.S. (non modular) bricks 4 Each 198.5

0.0 18.77 Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. 4 Each 217.1

0.0 18.79 Making holes up to 20 x 20 cm and embedding pipes upto 150 mm in diametre in masonary and filling with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including dispopsal of malba. 4 Each 115.7

Sub total (Water Supply works) : Rs.

Add factor of 0.0536 for 18% GST instead of 12%

SANITARY INSTALLATION

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

19.1 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 4 Each 2369.9

0.0 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 4 Each 1500

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

21.1 17.28.2.2 Flexible pipe

40 mm dia 4 Each 6

0.0 17.31 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers comelete. 4 Each 1068.5

0.0 17.33 Providing and fixing 600 x 120 x 5 mm 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 4 Each 713.3

0.0 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

24.1 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms 4 Each 424

0.0 17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 6 Metre 25

0.0 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron / Cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone agregate 20 mm nominal size) including cost of cutting holes and making good the walls etc.

26.1 17.37.1 For 100 mm dia pipe 8 Each 178.5

0.0 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick bolts and nutts complete

Sand cast iron S&S as per IS - 3989 8 Each 597.6

0.0 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 8 Each 439.7

0.0 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts & nuts complete.

Sand cast iron S&S as per IS - 3989 8 Each 731.4

0.0 17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 8 Each 439.7

0.0 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter

0.0 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :

32.1 17.60.1.2 Sand Cast Iron S&S as per IS: 1729 4 Each 928.5

0.0 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

33.1 17.65.1 100 mm diameter pipe 18 metre 46.1

0.0 12.78 Providing and fixing on wall face unplasticised PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

34.1 12.78.2 110mm diameter 16 Metre 257.5

0.0 12.79 Providing and fixing on wall face unplasticised PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

35.1 12.79.2.2 Single pushfit Coupler:

110mm 8 Each 374.5

35.2 12.79.3.2 Single tee with door

110x110x110mm 8 Each 193.4

110mm bend 8 Each 132

35.4 12.79.6.2 Shoe plain

110mm Shoe 8 Each 115.95

0.0 12.80 Providing and fixing unplasticised-PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S screws or required length including cutting brick work and fixing on cement mortar (1:4) 1 cement:4 coarse sand and making good the wall etc. complete.

0.0 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 4 Each 47.9

0.0 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

38.1 17.1.1 White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 2 Each

0.0 17.2 Providing and fixing white vitreous china pedastal type water closet (European type W.C pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

39.1 17.2.1 W.C pan with ISI marked white solid plastic seat and lid. 4 Each 4230

0.0 17.10 Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S 13983 with C.I brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.

40.1 17.10.1.1 Kitchen sink with drain board

510x1040 mm bowl depth 250 mm 1 Each 5231.5

0.0 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms. 4 Each

0.0 17.5. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe,spreaders with unionsand clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I.trap with outlet grating and other couplings in C.P. brass, includingpainting of fittings and cutting and making good the walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 2 Each 6469

0.0 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000 P/L

0.0 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distances of 37mm fromwall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 90 gms. 3 Each 204.7

Sub total ( SANITARY INSTALLATION) : Rs.

Add factor of 0.0536 for 18% GST instead of 12%

SEWARAGE & DRAINAGE

0.0 19.1 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

43.1 19.1.2 150 mm diameter 21 Metre 464.3

0.0 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design.

44.1 19.2.2 150mm diameter S.W. pipe 18 Metre 494.4

0.0 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

45.1 19.4.3.1 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3 Each 1994.1

0.0 19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design

19.30.1.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3 Each 4266.8

Sub total (SEWARAGE & DRAINAGE) : Rs.

Add factor of 0.0536 for 18% GST instead of 12%

High Yield Tube Well & Motor (125mm*80mm*72m with 1 HP Motor)

Estimate of cost

1 Boring/drilling bore well of 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. (All types of soil)

24.1.1.1 (a) 300mm dia bore from G.L. to 90.0M 0.0 M P/M 388.7

2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC (UPVC) 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.

(a) 125 mm nominal size dia 0.0 M P/M 462.5

24.3.5 (b) 80 mm nominal size dia 0.0 M P/M 375.4

24.4.5 (b) 80 mm dia UPVC Strainer 0.0 M P/M 480

3 Supplying the following fittings & fixing the same in position as per approved lowering assembly and strata chart including providing all equipments and welding the same on process of lowering the assay etc. all complete as per S/D of E/I.

(a) 125 mm dia P.V.C. well cap 1 No. Each 166.6

(a) 125 mm dia P.V.C. centre guide 4 No. Each 100

(c) 80 mm dia center guide 6 Nos. Each 75

(d) 80 mm dia P.V.C. pipe shoe plug 1 Nos. Each 185

(f) 125mm x 80 mm dia P.V.C. Reducer 1 No. Each 475

(f) 125mm dia M.S Clamp 1 No. Each 974.6

4a 24.8 Providing all materials, labours, & equipments for fixing tube well with pea gravel of Dalbhumigarh to size 4mm to 8mm approx. as suitable for strata including carriage washing, placing and packing the same in position around the tube well etc. all complete as per direction of E/I. 0.0 M3 P/M3

4b Carriage of Pea Gravel from Dhalbhumigarh to Sheohar (taken av distance 400km.) 0.0 M3 P/M3 6379.26

5 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water sampl &getting tested in approved laboratory, disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 3 Hrs. Each 594.6

6 Supplying all materials and labours for arrangement for additional water required during the drilling period for 40 Hrs & site clearance & leveling etc. And providing the soap duster etc. to staff engaged in drilling etc. all complete work as per specification & direction of E.I. 1 No. Each 4500

0.0 N.S. Supply Installation, commissioning and testing of single phase 1 H.P. submersible pump set having discharging capacity 1.9 Ips at a total head of 30 meter(approx) of KSBj Kirloskaror, crompton equivalent make with all accessories& fittings etc including loading unloading and transportation of the pump set to the work site with all required labour, materials, tools and tackles installation, testing & (i) 50 mm dia x 3 mtrs long medium classG.I column pipe both end thread and one end socketed- 6(six)nos (ii) lx3x2,5 mm' flat copper conductor submersible cable -40 (forty) mtrs. (iii) 50 mm dia union socketlIonel no. (iv) 65 mm dia x 250 mm long G.!. nipple- 1(one) no. (v) 50 mm dia G.I Elbow-l(One) no. (vi) 50 mm dia M.S, clamps-2(Two) Pairs. (vii) 50 mmx 250 mm long G.I nipple- lIOnel no. (viii) Tube well cap for T/WelllIonel no. (ix) 50 ":l~ia x 65 mm dia Set 1 Each 30500

Add factor of 0.0536 for 18% GST instead of 12%

Sub total '' ( Tube Well) :

Diffrences cost of materials

Bricks 100A ‰ No. 5150

Cement Tone 3.42

Rate Analysis Based on Bihar SOR,2022

Supplying materials, labour for constructing Septic Tanks of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge.

ST-2 [4.0 mtr (long) x 1.2 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}]

Statement of Analysis per Unit

Sl. No. Item Code Description Unit Qty. Rate (Rs) Amount (Rs.)

1 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 34.01 0.99_);\(0.99\)

2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead. cum 34.01

3 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 Ali kinds of soil. cum 6.52

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 1.55

5 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4 ( 1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 1.83

6 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per specification and direction of E/I. Per M2 13.47

7 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.14A Cement mortar 1:6 ( 1 cement: 6 coarse sand) Cum 8.92

8 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 ( 1 cement: 4 coarse sand) Sqm 3.36

9 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. Sqm 40.82

10 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 1.26

11 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Cum 2.56

12 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 5.4

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 1.75

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 2.5

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 6.24

13 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1E Mild steel 8 mm dia Kilogram 130

5.22.1F Mild steel 10 mm dia Kilogram 20

14 Supplying and fixing C.I. cover without frame for manholes

19.18.2 500 mm diameter C.I cover (medium duty) the weiht of he cover to be not less than 58 kg. Each 4

15 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design

19.15.1 With 20x20mm square bar Each 12

Total Cost Per Unit TOTAL (A)

TOTAL (A) Say Rs.

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) ‰ No. 4077

Coarse Sand cum 4.26

Stone Chips cum 3.05

Local sand (1 km kutcha + 2 km pucca) cum 2.75 0.99_);\(0.99\)

Diffrences cost of materials

Bricks 100A ‰ No. 3949

TOTAL (B) Say Rs.

Add factor of 0.0536 for 18% GST instead of 12%

Assistant Engineer, P.H.Sub Div, Arwal Executive Engineer, P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-03

INTERNAL ELECTRIFICATION OF SUB DIVISIONAL BUILDING

Items Covered Under BCD-Electrical SOR-2023

Sl. No. SOR Code. Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

Electrical Works

1 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor cable in recessed PVC conduit with modular type switch , modular plate, suitable size GI box etc as required.

1.3.3 Group C Point 22

2 Supplying and fixing suitable size GI box with modular plate and cover in recess including providing and fixing modular type 3 pin 5/6 amps socket outlet & 6A switch connection etc. as required. Each 19

3 Supplying and fixing of suitable size GI box with modular plate and cover in recess including providing and fixing modular 6 pin 15/16 amp socket outlet &15/16 amp modular switch including connection,painting etc as required Each 15

4 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required meter 56

5 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 23

6 Supplying and fixing Batten/angle holder on the exisiting jucction box/pvc box including connection etc. as required. Each 19

7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Meter 25

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 22

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 18

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 15

1.7.12 4 X 10 sq. mm + 1 X 10 sq. mm earth wire Meter 12

8 1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required

1.15.1 1 X 1.5 sq. mm Meter 22

9 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 2

10 2.31.1 Supplying and fixing following rating and pole, 24A/415 volts, MCB type changeover in the existing MCB DB complete with connections, testing and commissioning etc. Each 4

11 AR Supplying and fixing Suitable G.I box with modular plate & cover in front of surface or in recess including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet & 4 nos 5/6 amps modular switch, connnection etc as required.( Use for computer point) Each 6

12 Supplying and fixing following way, horizontal type,three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

2.9.1 4 way ( 4 + 12 ), double door, horizontal type Each 1

13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.1 6 Amp. To 32 Amp. SP MCB Group-B 240 Volt Each 6

2.12.7 50/63 Amps, Tripole pole and neutral Each 3

14 0.9 Supplying and fixing 70112 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,lP 65 protection and complete u.,ith integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. Each 8

15 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

6.1.6 15 watt LED lamp Each 8

16 5.11 Supplying and fixing wall mounted light bracket/ fixture made with polycarbonate suitable for single 9/10 watt LED lamp directly on wall including connections etc as required. ( But without lamp ) Each 12

17 Supplying and fixing following types aluminium extruded suspended type LED luminaire with minimum efficacy 100 lm/w ensuring uniform and continuous illumination including suspension system complete with electronic driver etc and connection with 1.5 sq.mm FRLS pVC insulated copper conductor cable etc as required.

5.6.2 4' long X 35/40 watt Each 4

18 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required.

5.14.4 90 watt Each 1

19 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ CFL street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. Each 2

20 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 6

21 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc.as required. Each 6

22 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage,connection, testing and commissioning etc as required.

8.17.1 300 mm sweep Each 1

23 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.). sqft 4

24 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required'

2.4.3 160 Amp, 36 KA, FPMCCB Each 1

2.4.18 500 Amp, 35 KA, TPMCCB Each 1

25 Providing and fixing following capacity four pole ONload/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required.

2.7.6 200 Amp, four pole Each 1

26 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.7 40/63 Amps, Tripole pole and neutral Each 6

27 AR Supplying and fixing Copper strips 50x5mm sizefor busbar including inter connection etc as required per kg 9

28 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. each 1

29 AR Supplying and fixing Pilot lamp for indication. each 2

30 AR Supplying and drawing of following size of ISI marks FR PVC insulates singke core copper conductor cable for inter connection of main switch/ busbar main switch etc as required.

4 X 16.0 sq. mm mtr. 9

31 AR Supplying of following size& core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

185 sq. mm 3.5 core mtr. 10

32 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required

7.1.3 Above 95 sq. mm and upto 185 sq. mm mtr. 16

33 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 1

34 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 19

35 AR SITC of OPR Early steamer emission (ESE) lighting protection along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1

36 AR SITC of mounting mast to hold early steamer emission OPR 45 of rubust design with guy wire & base plate along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1

37 AR Supply of OPP flash light counter working electromechanically without any power supply Make ABB/ Hakel/ LPL etc all complete as required each 1

38 AR Supply & instalation of 25 x 3 mm copper down conductor with all Accessory Make ABB/ Hakel/ LPL etc all complete as required mtr 16

39 AR SITC test clamp manufactured from high quality alloy of copper for excellent corrosion resistance Make ABB/ Hakel/ LPL etc all complete as required mtr 1

40 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for eafth electrode to fill up the excavated earth and earth inspection pit etc. as required. per set 1

41 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required.

2.1.5 63 Amp, TP&N each 1

42 AR Supplying of following size & core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

25 sq. mm 3.5 core mtr. 15

Add factor of 0.0536 for 18% GST instead of 12%

Total with GST factor

43 GeM Providing and installing 1.5 Ton Split wall mount AC of % star rating ISEER value>=5 to <=5.5 inverter AC- variable speed. Cooling capacity 4750-5800, copper condenser,synthetic air filter,refrigerant GWP 675(R32),refrigerant ozone layer depletion Zeroetc with necessary accessories all complete as per direction of engineer in charge.

44 GeM Providing and installing Inverter heavy duty 1.2 KVA with warranty of 2 years all complete as per direction of engineer in charge.

45 GeM Providing and installing stabilizer 5kva Input voltage range Single Phase Sine wave (90V-300V) with 36 month warranty all complete as direction of engineer in charge

46 GeM Providing and fixing RO water purification system having all the necessary components such as pressure pump, filters, water tank, suitable hot / cold / normal water dispensing arrangement, control system etc as applicable to provide safe drinking water as per IS 10500 and as per IS 16240 with 15L/hr purification capacity.

47 GeM Tubular Battery for Home, Office & Shops 200Ah Recyclable and Reliable Inverter Battery

JE Assistant Engineer Executive Engineer

P.H.Sub Div, Arwal P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-04

DEVELOPMENT OF SITE

S.N. Code No. Particulars Quantity Unit Rate Amount

(A)Campus Filling

1- 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. in Construction area of the office building

1.1/ 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Sub Total of (A)

(B) Approach Road

Length of Approach Road 0.0 M

Width of Approach Road 0.0 M

2- 11.72 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

No Length Width Height (av.) Sub Qty.

2.1- 4.1.4 Providing and laying in position cement concrete of spcified grade excluding the cost of centring and shuttering all work upto plinth

1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size)

No Length Width Height (av.) Sub Qty.

2.2/ 4.3.1 Shuttering

Sub Total of (B)

(C) Carriage of materials

3 Carriage of the following materials from quarry to work site including loading, unloading and staking at work site as per specification & direction of E/I. L/sand BFS pcc rcc B/W Plaster

Bricks Nos. %0 nos. 0 0

Coarse Sand M3 P/M3 0 0

Stone Chips M3 P/M3 1746.29 0 0

Local sand M3 P/M3 310.45 0

Sub Total Of ( C )

e) On edge soling

4/11.73 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

Total of (A+B+C)

Add factor of 0.0536 for 18% GST instead of 12%

Executive Engineer P.H. Division, ARWAL

JE Assistant Engineer, P.H. Sub Div, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-05

Estimate of Quantities

Sl. No. Item No. L B H/D Qty. Unit Rate (Rs.) Amount (Rs.)

(1.1) SOR 15.7 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: 823.7

15.7.4 In cement mortar

Extra for columns 24 cum

(1.2) SOR 15.8 Removing mortar form bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured): 2706.2

15.8.3 From brick work in cement mortar

Recoverable bricks=40% of Item 1.1 =54.24X40%= 21.69 21.69 cum

(1.3) SOR 7903 Recovery of useable whole size Machine moulded common burnt clay FPS (non modular) bricks of class designation 12.5 -4700

No of recoverable brick=21.69/(0.23X0.115X0.075)= 10934 Nos= 10.94 Thousand

Total 10.94 per 1000

0.0 Doors and Windows

(2.1) SOR 15.12.1 Dismantiling doors windows and clerestory windows (steel or wood) shutters including chowkhats, architrage, holdfasts etc. complete and stacking within 50 metres lead: (NOTE: THE RECOVERED DOORS AND WINDOWS AND MS GRILLS WILL BE STACKED IN PH Div ARWAL STORE.) 0.00_);\(0.00\)

Doors & Windows 1

0.0 Floor and RCC Ceiling

3.1) SOR 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: 1411.2

Add factor of 0.0536 for 18% GST instead of 12%

JE Assistant Engineer, P.H. Sub Div, Arwal Executive Engineer, P.H. Division, ARWAL

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-06

S.N. No. Particulars Quantity Unit Rate Amount

1 Supplying and placing grandeur main table of size 1800x900x730 with ERU. Under structure of main table should have gable end modesty panel. Modesty panel should be made of prelaminated MDF board. Thickness of table top should be 40mm thick and thicjness of gable end should be 18mm. It should have keyboard tray with telescopic channel. and two set of movable drawer units with locking system with 3 sets of keys foe each drawer unit.

0.0 nos.each each 112520

2 Supplying and placing GODREJ INTERIO table of size 1800x900x750. It Consists of Combination of Main Table with Extended Return Unit with Pedestal Storage Unit and Wooden bookcase.

0.0 nos each 87800

3 Supplying and placing GODREJ INTERIO Modular Table with Particle Board Table Top and Metal Understructure

0.0 nos each 36511

4 Supplying and placing GODREJ INTERIO Revolving Chair with Active biosynchro mechanism

0.0 nos each 38132

5 Supplying and placing high back revolving chair with sychronic tilt mechanism. Seating base material HOT pressed plywood with PU foam. Hydraulic adjustable mechanism.

0.0 nos each 27000

6 Supplying and placing non revolving non tilting four legged with armrest chair. Frame tube of SS 304 hollow section confirming to 1161. Seating material hot pressed plywood with PU foam.

0.0 nos.each each 1757

7 Supplying and placing almirah confirming to IS 3312 with overall dimesion of shelving 1855x910x480. all complete as per direction of engineer In Charge.

0.0 nos.each each 24497

Executive Engineer, P.H. Division, ARWAL

JE Assistant Engineer, P.H. Sub Div, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

FURNITURE & FURNISHING

S.N. Code No. Particulars Quantity Unit Rate Amount

1 Supplying and placing GODREJ INTERIO Grandeur main table of size 1800x900x730 with ERU. Under structure of main table should have gable end modesty panel. Modesty panel should be made of prelaminated MDF board. Thickness of table top should be 40mm thick and thickness of gable end should be 18mm. It should have keyboard tray with telescopic channel. and two set of movable drawer units with locking system with 3 sets of keys foe each drawer unit. (AE Chamber)

0.0 nos each 112520

3 Supplying and placing GODREJ INTERIO Modular Table with Particle Board Table Top and Metal Understructure

0.0 nos each 36511

4 Supplying and placing GODREJ INTERIO Revolving Chair with Active biosynchro mechanism

0.0 nos each 38132

6 Supplying and placing non revolving non tilting four legged with armrest chair. Frame tube of SS 304 hollow section confirming to 1161. Seating material hot pressed plywood with PU foam.

0.0 nos each 1757

7 Supplying and placing almirah confirming to IS 3312 with overall dimesion of shelving 1855x910x480. all complete as per direction of engineer In Charge.

0.0 nos each 24497

Executive Engineer, P.H. Division, Arwal

Assistant Engineer, P.H. Sub Division, Arwal

Estimate of cost

Fire Fighting Works

Item covered under SOR-2022 effective from 01.1.2022 / M.R

Sl. No. Description Unit Qty. Rate (Rs.) Amount (Rs.)

Piping & Valves

1.0/ 7.0 BCD-SOR Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :

7.7 100 mm dia Mtr 19

7.6 80 mm dia Mtr 12

2.0/ 14 BCD-SOR Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubbergasket, GI bolts, nuts, washers etc.as required :

14.5 100 mm dia Rm 2

3.0/ 11 BCD-SOR Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

11.5 100 mm dia Nos. 1

11.4 80 mm dia Nos. 1

II Internal Hydrant System

4.0/ 10 BCD-SOR Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required :

10.1 Single headed Gunmetal Each 1

5.0/ 17 BCD-SOR Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

17.2 40 m Each 1

III Fire Pumps & Accessories

14/ 4 BCD-SOR Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 (b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. (d) Suitable cement concrete foundation duly plastered and with anti vibration pads.

4.2 450 lpm at 35 m Head Each 1

15 Providing and fixing heavy duty aluminium armored cables 1.1 KVA grade including necessary support clamps at ceilling .

Power cable 3 core 16 sq.mm Mtr 18

IV Fire Alarm System

16 Supply , installation , testing and commissioning of 4 zones Fire Alarm Control Panel with LCD display having inbuilt battery charger & batteries.

17 SITC of manual call point complete with mounting base in ABS each 1

18 Supply and Installation of wall Mounted Horn / Hooter in ABS each 1

19 Supply and laying of 1.5 sq.mm dual core copper wire with 19mm dia PVC conduit rm 18

VII Fire Extinguishers

20 Providing , Fixing CO2 extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve , 30 cms long high pressure discharge hose ISI marked as per IS : 15683 including fixing to wall , with brackets etc. complete . Make : NEWTECH / KALPEX OMEX

Capacity 4.5 kg each 1

Under Ground Water Tank ( 100 KL Capacity) & Pump Room

Estimate of Cost

Items based on BCD-SOR – 2020, effective from 01.07.2020.

Sl. No./ SOR Description of Work Unit Qty. Qty. Rate (Rs.) Amount (Rs.)

1.1/ 2.6 Earth work in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 824 0.99_);\(0.99\)

1.2/ 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m cum 652 116.5

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 18 0.99_);\(0.99\)

Sub Total '1' (Earth Work) : Rs.

0.0 Concrete Work

2.1/ 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

2.1.1/ 4.1.6 1: 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) cum 18 3229.9

2.2/ 4.12 Extra for Providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures. per 50 kg cement 2586 56.57

Sub Total '2' (Concrete Work) : Rs.

0.0 Reinforced Cement Concrete

3.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

3.1.1/ 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 16 203

3.1.2/ 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. sqm 600 356.4

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 243 412.2

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 256 362.9

3.1.5/ 5.9.16 Edges of slabs and breaks in floors and walls

3.1.5.1 5.9.16.1 Under 20 cms wide metre 93 126.8

3.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars.

3.3/ 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement, M-20 grade reinforced cement concrete

3.3.1/ 5.33A.1 All work upto plinth level cum 212 4689.2

3.3.2 All work from plinth level upto floor V level.

3.3.2.1/ 5.33A.2.2 Beams, plinth beams, girder, bressumers, cantilevers, Suspended floors, lintels, roofs and staircase including spiral staircase, shelves etc. cum 3 5553.6

3.4/ 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels.

3.4.1/ 5.33B.1 Providing M-25 grade RCC istead of M20 grade R.C.C cum 215 165.3

Sub Total ' 3' ( RCC Work ) : Rs.

4.1/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.1/ 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work cum 10 4853.8

4.2/ 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum

250 mm th Brick work in C.M (1:6) cum 10 791.8

Sub Total '4' (Brick Work) : Rs.

0.0 Steel works

5.1/ 10.12 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

Doors sqm 2 3022.2

5.2/ 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.

10.5.1 Using flats 30x6 mm for diagonal braces and central cross piece. sqm 3 3177.5

5.3/ 10.32 Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

5.3.1/ 10.32.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works Kg 80 99.5

Sub Total '5' (Steel works) : Rs.

0.0 Flooring Works

6.1/ 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. sqm 244 285.2

6.1/ 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 124 280.8

Sub Total '6' ( Flooring works) : Rs.

0.0 Water Proofing Treatment Works :

8.0 8.1/22.5 DSR-18 Providing and laying water proofing treatment in suken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of

i) (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.

ii) (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry Sqm 497 465.6

Sub Total ' 7' (Water Proofing Treatment Works) :

0.0 Plaster and Finishing Works

8.1/ 13.11 12 mm cement plaster of mix:

8.1.1/ 13.11.4 1:6 (1 cement : 6 Coarse sand) sqm 427 134.5

8.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

13.12.2 1:4(1 cement: 4 coarse sand ) sqm 304 168.5

8.3/ 13.24 6 mm cement plaster to ceiliing of mix :

8.3.1/ 13.24.2 1:4:(1 cement : 4 coarse sand) sqm 216 119.1

8.4/ 13.26 Neat cement punning sqm 427 38.9

8.5/ 13.72 White washing with whiting to give an even shade :

13.72.1 New work (three or more goats) sqm 291 17

8.6/ 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:

8.7/ 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 304 0.00_);\(0.00\)

8.8/ 13.81 Applying priming coat:

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 11 32.4

8.9/ 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm 11 80.3

Sub Total '8' ( Plaster and Finishing work) Rs.

0.0 Miscellaneous Works

9.1/ 19.18 Supplying and fixing C.I. cover without frame for manholes

19.18.3 560 mm diameter C.I. over (heavy duty) the weight of the cover to be not less than 108 kg. Each 6 6778.9

9.2/ 18.10 (Derive) Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.

100 mm dia. Nominal bore Mtr. 40 1125

9.3/ 17.35 Providing and fixing soil, waste and vent pipes :

17.35.1.2 100 mm diaCentrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Mtr 178 1057.8

9.3/ 17.30 Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design Each 6 45

9.4/ 19.15 Providing M.S. foot rests including fixing in manholes with 20 x 20 x 10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) as per standard design :

9.4.1/ 19.15.2 with 20 mm diameter round bar Each 21 241.2

Sub total ' 9' (Miscellaneous Works) : Rs.

0.0 Carriage of Materials

0.9 Bricks (Lead - 1 km kutcha + 7 km pucca) Per 1000 Nos. 12900

0.9 Coarse Sand cum 130

0.0 Stone Chips cum 204

10.4 Local Sand cum 22

Sub Total ' 10' (Carriage of Materials): Rs.

0.0 Diffrence in Cost of Materials

0.9 Cement tonne

11.2 Bricks per 1000 nos 7808

Sub Total ' 11' (Diffrence in Cost of Materials): Rs.

Estimate of Cost for Furniture & Furnishing works

S.No Furniture Specification Unit Qty Rate (Rs.) Amount (Rs.)

1 Bed Dimension : 2000 x 900 x 650 mm (H) Structure is made up of 40 mm dia CRC tube with thickness 18 gauge. Horizontal base is made from steel sheet the thickness 14 gauge. Horizontal base will be stiffened with appropriate longitudinal 3 v shape sheet and lateral stiffeners 2 steel pipes with powder coating. Manufactured out of ISO 9001, ISO14001 and OSHSAS 18001 certified Plant and product certified for BIFMA performance test (Size : 2000 x 900 x 650 mm (H) Each 30

2 Mattress 2" thick (size 75" x 36") Supplying and fixing of Mattress (size : 75"x36" x 2" thick) at site, with complete in all respect or as per direction of E/I Each 30

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

TECHNICAL SANCTION

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

ESTIMATED COST - Rs. Lakh

EXECUTIVE ENGINEER

PUBLIC HEALTH DIVISION, ARWAL

GOVERNMENT OF BIHAR

Public Health Engineering Department

Public Health Division Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

This Estimate has been framed by Executive Engineer, PH.Division, ARWAL for Technical Sanction of Constructon of Office Of AE Building Under P. H. Sub Division, ARWAL in the district Arwal. Administrative approval Accorded for Rs-72.91 Lacs vide departmental letter No-6/izkDd01-1144/2025-898 dated-14.05.2025. The proposed plinth area of the building is 153.81 sqm.Hence this Estimate has been framed with following detailed scope of work :-

1 Details Scope of work

a) Cost for Civil Works

b) Cost for Internal Water Supply & Sanitary Works

c) Cost for Electrical Works

d) Site Development

2 Specification: During the execution of work, standard specification of PHED/BCD (as per S.O.R 2022) will be followed.

3 Time of Completion: The work will be completed in Nine month after the fund is made available.

4 Estimated Cost: Rs. Lakh

Executive Engineer, P.H. Division,Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

(Ground Floor Only)

Abstract of Cost

(Civil + PHE+Electrical+Site Development+Furniture)

Sl. No. Particulars Estimated Amount

1 Cost for Civil Works (As per Sub estimate-01)

2 Cost for Internal Water Supply & Sanitary Works (As per Sub estimate-02)

3 Cost for Electrical Works (As per Sub estimate-03)

0.5 % Above 100 Lac 0.5 % Above 100 Lac 0

4 Site Development (As per Sub estimate-04)

5 Demolition work (As per Sub estimate-05)

6 Furniture & Furnishing (As per Sub estimate-06)

JE Assistant Engineer, P.H. Sub Division,Arwal Executive Engineer, P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Summary of Estimated Cost

Sl. No. Particulars Total Estimated Amount

0.0 Earth Works

0.0 Concrete Works

0.0 Reinforced cement concrete works

0.0 Masonary Works

0.0 Steel Works

0.0 Flooring Works

0.0 Plaster & Finishing works

0.0 Water proofing Treatment Works

0.0 Water proofing Treatment Works

0.0 Miscellaneous Works

0.0 Carriage of Materials

Total (Civil Works) : Rs.

Add factor of 0.0536 for 18% GST instead of 12%

JE Assistant Engineer Executive Engineer

P.H.Sub Div, Arwal P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-01

Items Covered Under BCD-SOR-2022

Sl. No./ Code. SOR-22 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

1.1/ 2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 0.99_);\(0.99\)

1.2/ 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead. cum 123.9

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3

Sub Total '1' (Earth Work) : Rs.

0.0 Concrete Work

2.1/ 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

2.1.1/ 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 3998.1

2.2/ 4.12 Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures. Per 50 kg Cement 0

Sub Total '2' (Concrete Work) : Rs.

0.0 Reinforced Cement Concrete Works

3.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

3.1.1/ 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 211.6

3.1.3/ 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 437.5

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.7

3.1.5/ 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 494.4

3.1.6/ 5.9.7 Stairs, (excluding landings) except spiral staircases. sqm 439.9

3.1.7/ 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. sqm 0.00_);\(0.00\)

3.1.8/ 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 550.9

3.1.9/ 5.9.16.1 Edges of slabs and breaks in floors and walls :

Under 20 cm wide Metre 0.99_);\(0.99\)

3.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

3.3/ 5.33. Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge.

3.3.1/ 5.33.1 All work upto plinth level cum 0.99_);\(0.99\)

3.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 5863.2

Sub Total '3' (RCC Work) : Rs.

0.0 Masonary Work

4.1/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.1/ 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work cum 4923

4.1.2/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.2/ 6.1.12C Cement mortar 1 : 4 (1 cement : 4 coarse sand)- 125 mm th Brick work cum 5116.3

4.2/ 6.3C Extra for Brick work in superstructure above plinth level upto floor V cum

4.2.1 250 mm th Brick work in C.M (1:6) cum 842.2

4.2.2 125 mm th Brick work in C.M (1:4) cum 842.2

4.4/ 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks)

Sub Total '4' (Brick Work) : Rs.

5.1/ 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:shutters:

5.1.1/ 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 1775.3

5.2/ 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

5.3/ 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:

5.4/ 9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. each 0.00_);\(0.00\)

5.5/ 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

5.6/ 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

9.101.2 Twin rubber stopper each 60.8

5.7/ 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) Sqm 401.4

5.8/ 9.40 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:

9.40.1 2nd class teak wood

Sub Total '5' (Wood Work) : Rs.

6.1/ 10.12.1 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

6.2/ 10.15 Providing and fixing pressed steel door frame confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

6.3/ 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing each 165.4

6.4/ 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works kg. 114.6

6.5/ 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

6.6.1/ 9.48.1 Fixed to steel windows by welding. kg. 144.5

6.4/ 10.32 Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required

6.5.1/ 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. kg. 121.9

6.8/ 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer

Sub Total '6' (Steel Work) Rs.

0.0 Flooring work

7.1/ 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. sqm 283.3

7.2/ 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to ben specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joint with white cement and matching pigments etc., complete

11.41.2 Size of Tile 600x600 mm metre 0

7.3.2/ 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete.

11.41.2 Size of Tile 60x60 cm sqm 1638.8

7.4/ 11.46 Providing and laying Vitrified tiles in different sizes (thickness to bem specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.

7.4.2/ 11.46.2 Size of Tile 600 x 600 mm. sqm 1191.8

7.5/ 11.38 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cementand matching pigment etc., complete. sqm 862.4

7.6/ 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Motar 1:3 (1cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 795

8.9/ 11.32 Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.length Sqm 0

8.10/ 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. Metre 0 0.99_);\(0.99\)

11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand).

11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab.

7.3.2/ 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

7.3.2/ 11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 0.00_);\(0.00\)

7.4/ 11.6 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1n cement:3 coarse sand) finished with a floating coat of neat cement.

Sub Total '7' (Flooring Work) : Rs.

0.0 Plaster & Finishing Works

8.1/ 13.11 12 mm cement plaster of mix

8.1.1/ 13.11.4 1:6 (1 cement : 6 coarse sand) sqm 141.5

8.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

8.2.1/ 13.12.2 1:4(1 cement: 4 coarse sand ) sqm 176.4

8.3/ 13.24 6 mm cement plaster to ceiling of mix.

8.3.1/ 13.24.2 1:4 (1 cement : 4 coarse sand) sqm 125.6

8.4/ 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 105.4

8.5/ 13.77 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.

8.5.1/ 13.77.2 New work (two or more coats) over and including priming coat with cement primer. sqm 102.3

8.6/ 13.81 Applying priming coat:

8.6.1/ 13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood) sqm 0.00_);\(0.00\)

8.6.2/ 13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 34.6

8.7/ 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm 84.5

8.8/ 13.116 Forming groove of uniform size from 12 x 12 mm and upto 25 x 15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-charge. Metre 47.1

8.9/ 13.26 Neat Cement punning Sqm 40.5

8.10/ 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 Ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm) Sqm 137

Sub Total '8' (Finishing Works) : Rs.

0.0 Water Proofing Treatment Works :

9.1/ 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed protions of W.C. kitchen and the like consisting of :

i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.

ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.

iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area.

iv) IVth course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm Sqm 480.6

22.2 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be aid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

22.20.1 3 mm thick.. Sqm 472.5

Sub - Total '9' (Water Proofing Treatment Works) : Rs.

0.0 Water Proofing Treatment Works :

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be aid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

Sub Total '9' (Water Proofing Treatment Works ) : Rs.

0.0 Miscellaneous works

10.1/ 12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. nos. 4

10.2/6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,

10.3/4.17 Providing plinth protection .75 m wide consisting of 12 mm thick cement plaster 1;6 with neat cement punning over 75 mm thick P.C.C. (1:3 :6) over brick flat soling over 75 mm thick local sand filling all complete Sqm 436.6

2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m all kind of soil 100sqm 1355.4

2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared 100sqm 697.4

6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,

Sub -Total ' 10 ' (Miscellaneous Works) : Rs.

0.0 Carriage of Materials

(I) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 nos 28210.15

(ii) Coarse Sand (lead -180 km) cum 0.99_);\(0.99\) 1030.45

(iii) Stone Chips (lead -325 km from Mirzachauki) cum 68.3 0.99_);\(0.99\)

(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 0.99_);\(0.99\)

Extra Cost of Material

(vi) Bricks per 1000 nos 292.7

Sub Total '11' (Carriage of Materials): Rs.

0.0 Difference in cost of Materials

(i) Cement bag 616

(ii) Bricks per 1000 nos 30784

Sub Total '12' (Difference in cost of Materials): Rs.

JE Assistant Engineer Executive Engineer

P.H.Sub Div, Arwal P.H. Division, Arwal

Estimate of Quantities

Sl. No. Item No. L B H/D Qty. Unit

1.1 Earth work in excavation Foundation

1.2 Filling available excaveted earth

Local sand filling cum

Foundation R.C.C cum

1.3 S/F Local Sand in Foundation & Plinth

Foundation X 0.15 cum

Store 1 0.000 7.52 cum

Waiting Lobby 1 cum

Staff Room 1 cum

Corridor 1 0.000 0.45 cum

Toilet 1 0.999 0.45 cum

HER 1 0.000 0.45 cum

PH Toilet 1 cum

Portico/ Entrance 1 cum

Ramp 1 0.000 cum

entrance Steps 6 cum

0.0 Concrete work

2.1 Providing P.C.C (1:2:4) in foundation and plinth 0.075 cum

Plinth 0.075 cum

Providing & Laying RCC M25 upto Plinth

Padestal 0.15 cum

Column upto PL `

Wall, Column, Pillar

Column PL to Top

Mumty 4 2.85 cum

Parapet 15 1.05 cum

B/w Grid -A & B 2 cum

B/w Grid -A & B 1 cum

B/w Grid -A & B 1 cum

B/w Grid -A & B 1 cum

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

B/w Grid -1 & 2 2 cum

B/w Grid -4 & 5 1 cum

deduction for column cum

Foundation Connecting beam

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

deduction for column cum

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

deduction for column cum

deduction fo stair -1 0.135 cum

total Roof slab cum

RCC M25 in Lintel

RCC Band at Lintel etc. 1 0.25 cum

parapet band 1 cum

RCC Fins 1 0.6 cum

Waist Slab 2 cum

Landing Slab 2 cum

3.3.1 All Works upto PL

Column upto PL cum

Foundation Connecting beam cum

3.3.2 RCC Above plinth

RCC M25 in Lintel cum

3.2 Reinforcement for RCC Work

Foundation cum @ 100 kg/cum MT

Columns cum @ 200 kg/cum MT

Foundation Connecting beam cum @ 120 kg/cum MT

Grade Beam cum @ 125 kg/cum MT

Roof Beam cum @ 150 kg/cum MT

Roof Slab cum @ 100 kg/cum MT

Lintel cum @ 60 kg/cum MT

RCC Band at Lintel cum @ 60 kg/cum MT

RCC Chajja cum @ 60 kg/cum MT

Fins cum @ 60 kg/cum MT

Stair cum @ 105 kg/cum MT

3.1 Centring and Shuttering

3.1.1 Foundation, footings

3.1.3 Suspended Floor Roof Landing

Landing Slab sqm

3.1.4 Lintel Beam, Plinth Beam

X - Direction sqm

X - Direction sqm

X - Direction sqm

RCC M25 in Lintel 2 / sqm

3.1.5 Column, Pillar, Piers

Column PL to Top

3.1.6 Stairs (excluding landing)

Landing Slab sqm

3.1.7 Vertical & Horizontal Fins sqm

3.1.8 Wheather shade chhajja / 0.075 sqm

3.1.9 Edges of slab

0.0 Brick Works

4.1 Fly ash Brick work in CM(1:4) in foundation 1 0.25 cum

Same as length of grade beam cum

4.2 Fly ash Brick work CM(1:4) in Super Structure

Grid -3,6 & 7 0 cum

Grid - A & C 0 cum

Grid -A & D 2 cum

Grid -B 1 0.25 cum

Grid -1 & 5 2 0.25 cum

Grid -5 & 6 2 cum

Grid -5 & 6 2 cum

Mumty 1 0.25 cum

4.4 Extra for providing and placing in position 2 Nos, 6 mm dia cum

5.1 P/F Flush Door Shutter

5.2 P/F aluminium Sliding door bolt 300X16mm

5.3 P/F Aluminium tower bolt

5.4 P/F Aluminium pull bolt lock

5.5 P/F Aluminium handle

5.6 P/F Aluminium flower door stopper

5.7 Extra for providing lipping sqm

5.8 P/F wooden moulded beading mtr.

0.0 Steel Works

6.1 P/Fsteel glazed window

6.2 P/F Presed Steel door frame

6.3 P/F MS Fan Clamp. 1 x 18 Nos.

6.5 P/F MS Grill to window sqm @ 12 kg/sqm kg

6.7 P/F steel work in built up section

Gate 1 3.05 sqm

6.8 P/F Collapsible Gate

0.0 Flooring Work

7.1 Providing 100A one brick flat soling

Foundation / sqm

7.2 Extra for providing and fixing 30 mm x 4 mm glass strips

Bed room 14 mtr.

Sleepout 5 mtr.

Stair case 5 mtr.

First Floor Same as Gr. Floor mtr.

7.2.1 Vetrified Tiles 600x600mm in Flooring

7.3.1 Vitrified Floor Tiles in Flooring

Waiting Lobby sqm

7.2.2 Vetrified Floor Tiles in Skirting

7.3.2 Vitrified tiles in Skirting

Waiting Lobby 0.1 sqm

Staff Room 0.1 sqm

Corridor 0.1 sqm

7.4 P/F Ceramic floor tiles

7.5 Providing and fixing 1st quality ceramic glazed wall tiles

PH Toilet 1.8 sqm

7.6 kota stone flooring

Staircase 1 sqm

Landing Slab sqm

Steps riser 0.15 sqm

StepsTreads 0.3 sqm

entrance Steps sqm

Staircase 0.1 sqm

Landing Slab 0.1 sqm

Entrance 0.1 sqm

entrance Steps 0.1 sqm

7.7 Extra for medge molding sqm

7.8 cement concrete flooring

7.9 cement concrete Skirting

Portico 0.15 sqm

0.0 Plaster and finishing work

8.1 Providing 12mm cement plaster (1:6)

Waiting Lobby sqm

Deduction door window

Parapet 1 1.05 sqm

8.2 Providing 15mm cement plaster (1:3) External Wall

Outer wall 1 sqm

Qty vide item 3.1.8 sqm

Deduction window

8.3 Providing 6mm cement plaster (1:4) with clean coarse sand Celling

Waiting Lobby sqm

Portico/ Entrance sqm

Terrace mumty sqm

Chajja same as item 3.1.8 sqm

Landing Slab sqm

8.4 Providing and applying wall putty of 2 mm thick

Total Qty ,+ sqm

8.5 Providing two coats of oil bound distemper

Internal plaster sqm

8.6.1 Providing two coats of synthetic enamel paint over a coat of primer over new

Wooden surface 2 sqm

8.6.2 Providing primer of red lead paint one coat over new

Steel surface same as item 5.1 sqm

8.7 Providing two coats of synthetic enamel paint over steel surface + sqm

8.8 Forming grooves of uniform size 1 mtr.

8.9 Providing 1.5mm neat cement punning 1 sqm

8.1 Acrylic smooth extrier Pant Qty as per item no 8.2 sqm

0.0 Water Proofing Treatment Works :

9.1 Water proofing treatment to vertical and horizontal surface of depress portion

Sunken Floors 1 sqm

Terrace Area 1 Sqm

0.0 Miscellaneous Works

10.1 Providing plinth protection 0.75m wide

Brick flat soling Qty as per above sqm

Sand filling 1 1 cum

P.C.C(1:3:6) same as per above cum

12mm cement plaster (1:6) 1 1 sqm

10.2 Making khurras 45x45cm 4 Nos

11 Carriage of Materials

Qnty Cement (Tonnes) Bricks (Nos) Coarse sand (cum) Stone chips (cum) Local sand (cum)

1 Local sand filling

4 masoonary work in CM (1:6)

5 half masonary work in CM(1:4)

6 Brick flat soling

7 Vetrified Tiles flooring 0

8 Vetrified tiles in skirting 0

9 Vitrified flooring

10 vetrified tiles in skirting

12 cement concrete flooring

13 cement cincrete in skirting

14 Ceramic glazed tiles in dado

15 Ceramic glazed Wall tiles

17 15mm CP in 2 layer

19 Neat cement punning

20 Water proofing treatment in sunker

21 Water proofing treatment on terrace

22 Plinth protection

Tonnes Nos Cum Cum Cum

Assistant Engineer Executive Engineer

P.H.Sub Div, Arwal P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Estimate of Quantities

Sl. No. Item No. L B H/D Qty. Unit

0.0 Earth Work p c c=.75mm

1.1 Earth work in excavation Foundation l.s.f = 150mm

F1 3 1.5 cum b f s =75mm

1.2 Filling available excaveted earth

Local sand filling cum

Foundation R.C.C cum

1.3 S/F Local Sand in Foundation & Plinth

Foundation X 0.15 cum

Store 1 0.000 7.52 cum

Waiting Lobby 1 cum

Staff Room 1 cum

Corridor 1 0.000 0.45 cum

Toilet 1 0.999 0.45 cum

HER 1 0.000 0.45 cum

PH Toilet 1 cum

Portico/ Entrance 1 cum

Ramp 1 0.000 cum

entrance Steps 6 cum

0.0 Concrete work

2.1 Providing P.C.C (1:2:4) in foundation and plinth 0.075 cum

Plinth 0.075 cum

Providing & Laying RCC M25 upto Plinth

Padestal 0.15 cum

Column upto PL `

C1 12 cum avrage depth of found.=.400

Wall, Column, Pillar

Column PL to Top

Mumty 4 2.85 cum

Parapet 15 1.05 cum

B/w Grid -A & B 2 cum

B/w Grid -A & B 1 cum

B/w Grid -A & B 1 cum

B/w Grid -A & B 1 cum

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

B/w Grid -1 & 2 2 cum

B/w Grid -4 & 5 1 cum

deduction for column cum

Foundation Connecting beam

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

deduction for column cum

Grid -1,4,5 3 cum

Grid -2 & 3 2 cum

deduction for column cum

deduction fo stair -1 0.135 cum

total Roof slab cum

RCC M25 in Lintel

D2 2 0.25 cum Chajja

RCC Band at Lintel etc. 1 0.25 cum

parapet band 1 cum

RCC Fins 1 0.6 cum

Waist Slab 2 cum

Landing Slab 2 cum

Steps 8 0.3 cum

3.3.1 All Works upto PL

Column upto PL cum

Foundation Connecting beam cum

3.3.2 RCC Above plinth

RCC M25 in Lintel cum

3.2 Reinforcement for RCC Work

Foundation cum @ 100 kg/cum MT

Columns cum @ 200 kg/cum MT

Foundation Connecting beam cum @ 120 kg/cum MT

Grade Beam cum @ 125 kg/cum MT

Roof Beam cum @ 150 kg/cum MT

Roof Slab cum @ 100 kg/cum MT

Lintel cum @ 60 kg/cum MT

RCC Band at Lintel cum @ 60 kg/cum MT

RCC Chajja cum @ 60 kg/cum MT

Fins cum @ 60 kg/cum MT

Stair cum @ 105 kg/cum MT

3.1 Centring and Shuttering

3.1.1 Foundation, footings

3.1.3 Suspended Floor Roof Landing

Landing Slab sqm

3.1.4 Lintel Beam, Plinth Beam

X - Direction sqm

X - Direction sqm

X - Direction sqm

RCC M25 in Lintel 2 / sqm

3.1.5 Column, Pillar, Piers

Column PL to Top

3.1.6 Stairs (excluding landing)

Landing Slab sqm

3.1.7 Vertical & Horizontal Fins sqm

3.1.8 Wheather shade chhajja / 0.075 sqm

3.1.9 Edges of slab

0.0 Brick Works

4.1 Fly ash Brick work in CM(1:4) in foundation 1 0.25 cum

Same as length of grade beam cum

4.2 Fly ash Brick work CM(1:4) in Super Structure

Grid -3,6 & 7 0 cum

Grid - A & C 0 cum

Grid -A & D 2 cum

Grid -B 1 0.25 cum

Grid -1 & 5 2 0.25 cum

Grid -5 & 6 2 cum

Grid -5 & 6 2 cum

Mumty 1 0.25 cum

4.4 Extra for providing and placing in position 2 Nos, 6 mm dia cum

5.1 P/F Flush Door Shutter

5.2 P/F aluminium Sliding door bolt 300X16mm

5.3 P/F Aluminium tower bolt

5.4 P/F Aluminium pull bolt lock

5.5 P/F Aluminium handle

5.6 P/F Aluminium flower door stopper

5.7 Extra for providing lipping sqm

5.8 P/F wooden moulded beading mtr.

0.0 Steel Works

6.1 P/Fsteel glazed window

6.2 P/F Presed Steel door frame

6.3 P/F MS Fan Clamp. 1 x 18 Nos.

6.5 P/F MS Grill to window sqm @ 12 kg/sqm kg

6.7 P/F steel work in built up section

Gate 1 3.05 sqm

6.8 P/F Collapsible Gate

0.0 Flooring Work

7.1 Providing 100A one brick flat soling

Foundation / sqm

7.2 Extra for providing and fixing 30 mm x 4 mm glass strips

Bed room 14 mtr.

Sleepout 5 mtr.

Stair case 5 mtr.

First Floor Same as Gr. Floor mtr.

7.3.1 Vitrified Floor Tiles in Flooring

Waiting Lobby sqm

7.3.2 Vitrified tiles in Skirting

Waiting Lobby 0.1 sqm

Staff Room 0.1 sqm

Corridor 0.1 sqm

7.4 P/F Ceramic floor tiles

7.5 Providing and fixing 1st quality ceramic glazed wall tiles

PH Toilet 1.8 sqm

7.6 kota stone flooring

Staircase 1 sqm

Landing Slab sqm

Steps riser 0.15 sqm

StepsTreads 0.3 sqm

entrance Steps sqm

Staircase 0.1 sqm

Landing Slab 0.1 sqm

Entrance 0.1 sqm

entrance Steps 0.1 sqm

7.7 Extra for medge molding sqm

7.8 cement concrete flooring

7.9 cement concrete Skirting

Portico 0.15 sqm

0.0 Plaster and finishing work

8.1 Providing 12mm cement plaster (1:6)

Waiting Lobby sqm

Deduction door window

Parapet 1 1.05 sqm

8.2 Providing 15mm cement plaster (1:3) External Wall

Outer wall 1 sqm

Qty vide item 3.1.8 sqm

Deduction window

8.3 Providing 6mm cement plaster (1:4) with clean coarse sand Celling

Waiting Lobby sqm

Portico/ Entrance sqm

Terrace mumty sqm

Chajja same as item 3.1.8 sqm

Landing Slab sqm

8.4 Providing and applying wall putty of 2 mm thick

8.5 Providing two coats of oil bound distemper

Internal plaster sqm

8.6.1 Providing two coats of synthetic enamel paint over a coat of primer over new

Wooden surface 2 sqm

8.6.2 Providing primer of red lead paint one coat over new

Steel surface same as item 5.1 sqm

8.7 Providing two coats of synthetic enamel paint over steel surface + sqm

8.8 Forming grooves of uniform size 1 mtr.

8.9 Providing 1.5mm neat cement punning 1 sqm

8.1 Acrylic smooth extrier Pant Qty as per item no 8.2 sqm

0.0 Water Proofing Treatment Works :

9.3 P/L water proofing on terrace

Terrace Area Sqm

0.0 Miscellaneous Works

10.1 Providing plinth protection 0.75m wide

Brick flat soling Qty as per above sqm

Sand filling 1 1 cum

P.C.C(1:3:6) same as per above cum

12mm cement plaster (1:6) 1 1 sqm

10.2 Making khurras 45x45cm 4 Nos

11 Carriage of Materials

Qnty Cement (Tonnes) Bricks (Nos) Coarse sand (cum) Stone chips (cum) Local sand (cum)

1 Local sand filling

4 masoonary work in CM (1:6) 45

5 half masonary work in CM(1:4)

6 Brick flat soling

7 Vetrified Tiles flooring 0

8 Vetrified tiles in skirting 0

9 Vitrified flooring

10 vetrified tiles in skirting

12 cement concrete flooring

13 cement cincrete in skirting

14 Ceramic glazed tiles in dado

15 Ceramic glazed Wall tiles

17 15mm CP in 2 layer 250

19 Neat cement punning

20 Water proofing treatment in sunker

21 Water proofing treatment on terrace

22 Plinth protection

Tonnes Nos Cum Cum Cum

JE Assistant Engineer Executive Engineer

P.H.Sub Div, Arwal P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Office Building

Summary of Cost

Sl. No. Particulars Estimated Amount (Rs.)

0.0 WATER SUPPLY WORKS

0.0 SANITARY INSTALLATION

0.0 SEWARAGE & DRAINAGE

0.0 TUBE WELL AND PUMP

0.0 SEPTIC TANK

Assistant Engineer, P.H. Sub Div, Arwal Executive Engineer, P.H. Division, Arwal.

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-02

Item covered Under BCD-S.O.R. 2022, Govt. of Bihar

Sl. No. SOR Code Description of Work Building Unit Qnty. Rate (Rs.) Amount (Rs.)

WATER SUPPLY WORKS

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

Exposed on walls

1.1 18.7.3 25 mm nominal outer dia Pipes 18 Metre 317.3

1.2 18.7.5 40 mm nominal outer dia Pipes 22 Metre 538.4

0.0 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.

2.1 18.8.1 15 mm nominal outer dia Pipes 15 Metre 278.2

2.2 18.8.2 20 mm nominal outer dia Pipes 12 Metre 350.8

0.0 Providing and fixing brass stop cock of approved quality (screwed end).

3.1 18.16.1 15mm nominal bore 6 Each 303.8

0.0 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

4.1 18.17.1 25mm nominal bore 1 Each

4.3 18.17.3 40mm nominal bore 2 Each 707.3

0.0 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

5.1 18.19.2.1 25mm nominal bore

Horizontal 1 Each 506.6

0.0 Providing and fixing P V C connection pipe with brass unions.

6.1 18.21.2.1 45 cm length

15 mm nominal bore 6 Each 85.2

0.0 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc.complete (new work)

9.1 18.46.1 15 mm nominal bore 4 Each

9.2 18.46.2 20 mm nominal bore 4 Each 185.6

9.3 18.46.3 25 mm nominal bore 2 Each

9.5 18.46.5 40 mm nominal bore 2 Each 419.7

0.0 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 4 Each 434.2

0.0 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms.

11.1 18.50.1 15 mm nominal bore 4 Each 715.1

0.0 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms.

12.1 18.51.1 15 mm nominal bore 4 Each 708.4

0.0 Providing and fixing C.P brass stop cock (concealed) of standard design and of approved mark conforming to IS:8931

13.1 18.52.1 15mm nominal bore 4 Each

0.0 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931

14.1 18.53.1 15mm nominal bore 4 Each 500.4

0.0 18.65 Providing and fixing PTMT Soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 4 Each 96.8

0.0 18.76 Cutting holes up to 30 x 30 cm in walls including making good the same:

16.1 18.76.1 With common burnt clay F.P.S. (non modular) bricks 4 Each 198.5

0.0 18.77 Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. 4 Each 217.1

0.0 18.79 Making holes up to 20 x 20 cm and embedding pipes upto 150 mm in diametre in masonary and filling with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including dispopsal of malba. 4 Each 115.7

Sub total (Water Supply works) : Rs.

Add factor of 0.0536 for 18% GST instead of 12%

SANITARY INSTALLATION

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

19.1 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 4 Each 2369.9

0.0 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 4 Each 1500

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

21.1 17.28.2.2 Flexible pipe

40 mm dia 4 Each 6

0.0 17.31 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers comelete. 4 Each 1068.5

0.0 17.33 Providing and fixing 600 x 120 x 5 mm 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 4 Each 713.3

0.0 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

24.1 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms 4 Each 424

0.0 17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 6 Metre 25

0.0 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron / Cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone agregate 20 mm nominal size) including cost of cutting holes and making good the walls etc.

26.1 17.37.1 For 100 mm dia pipe 8 Each 178.5

0.0 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick bolts and nutts complete

Sand cast iron S&S as per IS - 3989 8 Each 597.6

0.0 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 8 Each 439.7

0.0 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts & nuts complete.

Sand cast iron S&S as per IS - 3989 8 Each 731.4

0.0 17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 8 Each 439.7

0.0 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter

0.0 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :

32.1 17.60.1.2 Sand Cast Iron S&S as per IS: 1729 4 Each 928.5

0.0 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

33.1 17.65.1 100 mm diameter pipe 18 metre 46.1

0.0 12.78 Providing and fixing on wall face unplasticised PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

34.1 12.78.2 110mm diameter 16 Metre 257.5

0.0 12.79 Providing and fixing on wall face unplasticised PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

35.1 12.79.2.2 Single pushfit Coupler:

110mm 8 Each 374.6

35.2 12.79.3.2 Single tee with door

110x110x110mm 8 Each 193.4

110mm bend 8 Each 132

35.4 12.79.6.2 Shoe plain

110mm Shoe 8 Each 115.95

0.0 12.80 Providing and fixing unplasticised-PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S screws or required length including cutting brick work and fixing on cement mortar (1:4) 1 cement:4 coarse sand and making good the wall etc. complete.

0.0 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 4 Each 47.9

0.0 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

38.1 17.1.1 White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 2 Each

0.0 17.2 Providing and fixing white vitreous china pedastal type water closet (European type W.C pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.

39.1 17.2.1 W.C pan with ISI marked white solid plastic seat and lid. 4 Each 4230

0.0 17.10 Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S 13983 with C.I brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.

40.1 17.10.1.1 Kitchen sink with drain board

510x1040 mm bowl depth 250 mm 1 Each 5231.5

0.0 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms. 4 Each

0.0 17.5. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe,spreaders with unionsand clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I.trap with outlet grating and other couplings in C.P. brass, includingpainting of fittings and cutting and making good the walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 2 Each 6469

0.0 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 5000 P/L

0.0 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distances of 37mm fromwall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 90 gms. 3 Each 204.7

Sub total ( SANITARY INSTALLATION) : Rs.

Add factor of 0.0536 for 18% GST instead of 12%

SEWARAGE & DRAINAGE

0.0 19.1 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

43.1 19.1.2 150 mm diameter 21 Metre 464.3

0.0 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design.

44.1 19.2.2 150mm diameter S.W. pipe 18 Metre 494.4

0.0 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

45.1 19.4.3.1 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3 Each 1994.1

0.0 19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design

19.30.1.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3 Each 4266.8

Sub total (SEWARAGE & DRAINAGE) : Rs.

Add factor of 0.0536 for 18% GST instead of 12%

High Yield Tube Well & Motor (125mm*80mm*72m with 1 HP Motor)

Estimate of cost

1 Boring/drilling bore well of 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. (All types of soil)

24.1.1.1 (a) 300mm dia bore from G.L. to 90.0M 0.0 M P/M 486.8

2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC (UPVC) 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.

24.3.1 (a) 100 mm nominal size dia 0.0 M P/M 546.1

24.3.5 (b) 75 mm nominal size dia 0.0 M P/M 414.4

24.4.5 (c) 75 mm dia UPVC Strainer 0.0 M P/M 482.1

3 Supplying the following fittings & fixing the same in position as per approved lowering assembly and strata chart including providing all equipments and welding the same on process of lowering the assay etc. all complete as per S/D of E/I.

(a) 125 mm dia P.V.C. well cap 1 No. Each 166.6

(a) 125 mm dia P.V.C. centre guide 4 No. Each 100

(c) 80 mm dia center guide 6 Nos. Each 75

(d) 80 mm dia P.V.C. pipe shoe plug 1 Nos. Each 185

(f) 125mm x 80 mm dia P.V.C. Reducer 1 No. Each 475

(f) 125mm dia M.S Clamp 1 No. Each 974.6

4a 24.8 Providing all materials, labours, & equipments for fixing tube well with pea gravel of Dalbhumigarh to size 4mm to 8mm approx. as suitable for strata including carriage washing, placing and packing the same in position around the tube well etc. all complete as per direction of E/I. 0.0 M3 P/M3 1343.2

4b Carriage of Pea Gravel from Dhalbhumigarh to Sheohar (taken av distance 400km.) 0.0 M3 P/M3 6379.26

5 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water sampl &getting tested in approved laboratory, disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 3 Hrs. Each 916.8

6 Supplying all materials and labours for arrangement for additional water required during the drilling period for 40 Hrs & site clearance & leveling etc. And providing the soap duster etc. to staff engaged in drilling etc. all complete work as per specification & direction of E.I. 1 No. Each 4500

0.0 N.S. Supply Installation, commissioning and testing of single phase 1 H.P. submersible pump set having discharging capacity 1.9 Ips at a total head of 30 meter(approx) of KSBj Kirloskaror, crompton equivalent make with all accessories& fittings etc including loading unloading and transportation of the pump set to the work site with all required labour, materials, tools and tackles installation, testing & (i) 50 mm dia x 3 mtrs long medium classG.I column pipe both end thread and one end socketed- 6(six)nos (ii) lx3x2,5 mm' flat copper conductor submersible cable -40 (forty) mtrs. (iii) 50 mm dia union socketlIonel no. (iv) 65 mm dia x 250 mm long G.!. nipple- 1(one) no. (v) 50 mm dia G.I Elbow-l(One) no. (vi) 50 mm dia M.S, clamps-2(Two) Pairs. (vii) 50 mmx 250 mm long G.I nipple- lIOnel no. (viii) Tube well cap for T/WelllIonel no. (ix) 50 ":l~ia x 65 mm dia Set 1 Each 20600

Add factor of 0.0536 for 18% GST instead of 12%

Sub total '' ( Tube Well) :

Diffrences cost of materials

Bricks 100A ‰ No. 5150

Cement Tone 3.42

Rate Analysis Based on Bihar SOR,2022

Supplying materials, labour for constructing Septic Tanks of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge.

ST-2 [4.0 mtr (long) x 1.2 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}]

Statement of Analysis per Unit

Sl. No. Item Code Description Unit Qty. Rate (Rs) Amount (Rs.)

1 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 34.01 0.99_);\(0.99\)

2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead. cum 34.01

3 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 Ali kinds of soil. cum 6.52

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 1.55

5 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4 ( 1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 1.83

6 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per specification and direction of E/I. Per M2 13.47

7 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.14A Cement mortar 1:6 ( 1 cement: 6 coarse sand) Cum 8.92

8 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.4A Cement mortar 1:4 ( 1 cement: 4 coarse sand) Sqm 3.36

9 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. Sqm 40.82

10 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.3 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Cum 1.26

11 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Cum 2.56

12 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 5.4

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 1.75

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 2.5

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 6.24

13 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1E Mild steel 8 mm dia Kilogram 130

5.22.1F Mild steel 10 mm dia Kilogram 20

14 Supplying and fixing C.I. cover without frame for manholes

19.18.2 500 mm diameter C.I cover (medium duty) the weiht of he cover to be not less than 58 kg. Each 4

15 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design

19.15.1 With 20x20mm square bar Each 12

Total Cost Per Unit TOTAL (A)

TOTAL (A) Say Rs.

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) ‰ No. 4077

Coarse Sand cum 4.26

Stone Chips cum 3.05

Local sand (1 km kutcha + 2 km pucca) cum 2.75 0.99_);\(0.99\)

Diffrences cost of materials

Bricks 100A ‰ No. 3949

TOTAL (B) Say Rs.

Add factor of 0.0536 for 18% GST instead of 12%

Assistant Engineer, P.H.Sub Div, Arwal Executive Engineer, P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-03

INTERNAL ELECTRIFICATION OF SUB DIVISIONAL BUILDING

Items Covered Under BCD-Electrical SOR-2023

Sl. No. SOR Code. Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

Electrical Works

1 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor cable in recessed PVC conduit with modular type switch , modular plate, suitable size GI box etc as required.

1.3.3 Group C Point 22

2 Supplying and fixing suitable size GI box with modular plate and cover in recess including providing and fixing modular type 3 pin 5/6 amps socket outlet & 6A switch connection etc. as required. Each 19

3 Supplying and fixing of suitable size GI box with modular plate and cover in recess including providing and fixing modular 6 pin 15/16 amp socket outlet &15/16 amp modular switch including connection,painting etc as required Each 15

4 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required meter 56

5 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 23

6 Supplying and fixing Batten/angle holder on the exisiting jucction box/pvc box including connection etc. as required. Each 19

7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Meter 25

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 22

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 18

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 15

1.7.12 4 X 10 sq. mm + 1 X 10 sq. mm earth wire Meter 12

8 1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required

1.15.1 1 X 1.5 sq. mm Meter 22

9 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 2

10 2.31.1 Supplying and fixing following rating and pole, 24A/415 volts, MCB type changeover in the existing MCB DB complete with connections, testing and commissioning etc. Each 4

11 AR Supplying and fixing Suitable G.I box with modular plate & cover in front of surface or in recess including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet & 4 nos 5/6 amps modular switch, connnection etc as required.( Use for computer point) Each 6

12 Supplying and fixing following way, horizontal type,three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

2.9.1 4 way ( 4 + 12 ), double door, horizontal type Each 1

13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.1 6 Amp. To 32 Amp. SP MCB Group-B 240 Volt Each 6

2.12.7 50/63 Amps, Tripole pole and neutral Each 3

14 0.9 Supplying and fixing 70112 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,lP 65 protection and complete u.,ith integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. Each 8

15 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

6.1.6 15 watt LED lamp Each 8

16 5.11 Supplying and fixing wall mounted light bracket/ fixture made with polycarbonate suitable for single 9/10 watt LED lamp directly on wall including connections etc as required. ( But without lamp ) Each 12

17 Supplying and fixing following types aluminium extruded suspended type LED luminaire with minimum efficacy 100 lm/w ensuring uniform and continuous illumination including suspension system complete with electronic driver etc and connection with 1.5 sq.mm FRLS pVC insulated copper conductor cable etc as required.

5.6.2 4' long X 35/40 watt Each 4

18 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required.

5.14.4 90 watt Each 1

19 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ CFL street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. Each 2

20 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 6

21 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc.as required. Each 6

22 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage,connection, testing and commissioning etc as required.

8.17.1 300 mm sweep Each 1

23 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.). sqft 4

24 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required'

2.4.3 160 Amp, 36 KA, FPMCCB Each 1

2.4.18 500 Amp, 35 KA, TPMCCB Each 1

25 Providing and fixing following capacity four pole ONload/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required.

2.7.6 200 Amp, four pole Each 1

26 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.7 40/63 Amps, Tripole pole and neutral Each 6

27 AR Supplying and fixing Copper strips 50x5mm sizefor busbar including inter connection etc as required per kg 9

28 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. each 1

29 AR Supplying and fixing Pilot lamp for indication. each 2

30 AR Supplying and drawing of following size of ISI marks FR PVC insulates singke core copper conductor cable for inter connection of main switch/ busbar main switch etc as required.

4 X 16.0 sq. mm mtr. 9

31 AR Supplying of following size& core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

185 sq. mm 3.5 core mtr. 10

32 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required

7.1.3 Above 95 sq. mm and upto 185 sq. mm mtr. 16

33 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 1

34 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 19

35 AR SITC of OPR Early steamer emission (ESE) lighting protection along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1

36 AR SITC of mounting mast to hold early steamer emission OPR 45 of rubust design with guy wire & base plate along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1

37 AR Supply of OPP flash light counter working electromechanically without any power supply Make ABB/ Hakel/ LPL etc all complete as required each 1

38 AR Supply & instalation of 25 x 3 mm copper down conductor with all Accessory Make ABB/ Hakel/ LPL etc all complete as required mtr 16

39 AR SITC test clamp manufactured from high quality alloy of copper for excellent corrosion resistance Make ABB/ Hakel/ LPL etc all complete as required mtr 1

40 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for eafth electrode to fill up the excavated earth and earth inspection pit etc. as required. per set 1

41 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc. as required.

2.1.5 63 Amp, TP&N each 1

42 AR Supplying of following size & core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required

25 sq. mm 3.5 core mtr. 15

Add factor of 0.0536 for 18% GST instead of 12%

Total with GST factor

43 GeM Providing and installing 1.5 Ton Split wall mount AC of % star rating ISEER value>=5 to <=5.5 inverter AC- variable speed. Cooling capacity 4750-5800, copper condenser,synthetic air filter,refrigerant GWP 675(R32),refrigerant ozone layer depletion Zeroetc with necessary accessories all complete as per direction of engineer in charge.

44 GeM Providing and installing Inverter heavy duty 1.2 KVA with warranty of 2 years all complete as per direction of engineer in charge.

45 GeM Providing and installing stabilizer 5kva Input voltage range Single Phase Sine wave (90V-300V) with 36 month warranty all complete as direction of engineer in charge

46 GeM Providing and fixing RO water purification system having all the necessary components such as pressure pump, filters, water tank, suitable hot / cold / normal water dispensing arrangement, control system etc as applicable to provide safe drinking water as per IS 10500 and as per IS 16240 with 15L/hr purification capacity.

47 GeM Tubular Battery for Home, Office & Shops 200Ah Recyclable and Reliable Inverter Battery

JE Assistant Engineer Executive Engineer

P.H.Sub Div, Arwal P.H. Division, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-04

DEVELOPMENT OF SITE

S.N. Code No. Particulars Quantity Unit Rate Amount

(A)Campus Filling

1- 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. in Construction area of the office building

1.1/ 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Sub Total of (A)

(B) Approach Road

Length of Approach Road 0.0 M

Width of Approach Road 0.0 M

2- 11.72 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

No Length Width Height (av.) Sub Qty.

2.1- 4.1.4 Providing and laying in position cement concrete of spcified grade excluding the cost of centring and shuttering all work upto plinth

1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size)

No Length Width Height (av.) Sub Qty.

2.2/ 4.3.1 Shuttering

Sub Total of (B)

(C) Carriage of materials

3 Carriage of the following materials from quarry to work site including loading, unloading and staking at work site as per specification & direction of E/I. L/sand BFS pcc rcc B/W Plaster

Bricks Nos. %0 nos. 840.43 0 0

Coarse Sand M3 P/M3 1030.45 0 0

Stone Chips M3 P/M3 0 0

Local sand M3 P/M3 0

Sub Total Of ( C )

(D) On edge soling

4/11.73 Providing designation of 100A Brick flat Soling joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I.

Total of (A+B+C+D)

Add factor of 0.0536 for 18% GST instead of 12%

Executive Engineer P.H. Division, ARWAL

JE Assistant Engineer, P.H. Sub Div, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-05

Estimate of Quantities

Sl. No. Item No. L B H/D Qty. Unit Rate (Rs.) Amount (Rs.)

(1.1) SOR 15.7 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: 823.7

15.7.4 In cement mortar

Extra for columns 24 cum

(1.2) SOR 15.8 Removing mortar form bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured): 2706.2

15.8.3 From brick work in cement mortar

Recoverable bricks=40% of Item 1.1 =54.24X40%= 21.69 21.69 cum

(1.3) SOR 7903 Recovery of useable whole size Machine moulded common burnt clay FPS (non modular) bricks of class designation 12.5 -4700

No of recoverable brick=21.69/(0.23X0.115X0.075)= 10934 Nos= 10.94 Thousand

Total 10.94 per 1000

0.0 Doors and Windows

(2.1) SOR 15.12.1 Dismantiling doors windows and clerestory windows (steel or wood) shutters including chowkhats, architrage, holdfasts etc. complete and stacking within 50 metres lead: (NOTE: THE RECOVERED DOORS AND WINDOWS AND MS GRILLS WILL BE STACKED IN PH Div ARWAL STORE.) 0.00_);\(0.00\)

Doors & Windows 1

0.0 Floor and RCC Ceiling

3.1) SOR 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: 1411.2

Add factor of 0.0536 for 18% GST instead of 12%

JE Assistant Engineer, P.H. Sub Div, Arwal Executive Engineer, P.H. Division, ARWAL

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

Sub Estimate-06

S.N. No. Particulars Quantity Unit Rate Amount

1 Supplying and placing grandeur main table of size 1800x900x730 with ERU. Under structure of main table should have gable end modesty panel. Modesty panel should be made of prelaminated MDF board. Thickness of table top should be 40mm thick and thicjness of gable end should be 18mm. It should have keyboard tray with telescopic channel. and two set of movable drawer units with locking system with 3 sets of keys foe each drawer unit.

0.0 nos.each each 112520

2 Supplying and placing GODREJ INTERIO table of size 1800x900x750. It Consists of Combination of Main Table with Extended Return Unit with Pedestal Storage Unit and Wooden bookcase.

0.0 nos each 87800

3 Supplying and placing GODREJ INTERIO Modular Table with Particle Board Table Top and Metal Understructure

0.0 nos each 36511

4 Supplying and placing GODREJ INTERIO Revolving Chair with Active biosynchro mechanism

0.0 nos each 38132

5 Supplying and placing high back revolving chair with sychronic tilt mechanism. Seating base material HOT pressed plywood with PU foam. Hydraulic adjustable mechanism.

0.0 nos each 27000

6 Supplying and placing non revolving non tilting four legged with armrest chair. Frame tube of SS 304 hollow section confirming to 1161. Seating material hot pressed plywood with PU foam.

0.0 nos.each each 1757

7 Supplying and placing almirah confirming to IS 3312 with overall dimesion of shelving 1855x910x480. all complete as per direction of engineer In Charge.

0.0 nos.each each 24497

Executive Engineer, P.H. Division, ARWAL

JE Assistant Engineer, P.H. Sub Div, Arwal

Name of Work- Construction of Office Building for Assistant Engineer at P.H Sub Division, Arwal in district Arwal for the year 2025-2026.

FURNITURE & FURNISHING

S.N. Code No. Particulars Quantity Unit Rate Amount

1 Supplying and placing GODREJ INTERIO Grandeur main table of size 1800x900x730 with ERU. Under structure of main table should have gable end modesty panel. Modesty panel should be made of prelaminated MDF board. Thickness of table top should be 40mm thick and thickness of gable end should be 18mm. It should have keyboard tray with telescopic channel. and two set of movable drawer units with locking system with 3 sets of keys foe each drawer unit. (AE Chamber)

0.0 nos each 112520

3 Supplying and placing GODREJ INTERIO Modular Table with Particle Board Table Top and Metal Understructure

0.0 nos each 36511

4 Supplying and placing GODREJ INTERIO Revolving Chair with Active biosynchro mechanism

0.0 nos each 38132

6 Supplying and placing non revolving non tilting four legged with armrest chair. Frame tube of SS 304 hollow section confirming to 1161. Seating material hot pressed plywood with PU foam.

0.0 nos each 1757

7 Supplying and placing almirah confirming to IS 3312 with overall dimesion of shelving 1855x910x480. all complete as per direction of engineer In Charge.

0.0 nos each 24497

Executive Engineer, P.H. Division, Arwal

Assistant Engineer, P.H. Sub Division, Arwal

Estimate of cost

Fire Fighting Works

Item covered under SOR-2022 effective from 01.1.2022 / M.R

Sl. No. Description Unit Qty. Rate (Rs.) Amount (Rs.)

Piping & Valves

1.0/ 7.0 BCD-SOR Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :

7.7 100 mm dia Mtr 19

7.6 80 mm dia Mtr 12

2.0/ 14 BCD-SOR Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubbergasket, GI bolts, nuts, washers etc.as required :

14.5 100 mm dia Rm 2

3.0/ 11 BCD-SOR Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

11.5 100 mm dia Nos. 1

11.4 80 mm dia Nos. 1

II Internal Hydrant System

4.0/ 10 BCD-SOR Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required :

10.1 Single headed Gunmetal Each 1

5.0/ 17 BCD-SOR Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

17.2 40 m Each 1

III Fire Pumps & Accessories

14/ 4 BCD-SOR Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 (b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. (d) Suitable cement concrete foundation duly plastered and with anti vibration pads.

4.2 450 lpm at 35 m Head Each 1

15 Providing and fixing heavy duty aluminium armored cables 1.1 KVA grade including necessary support clamps at ceilling .

Power cable 3 core 16 sq.mm Mtr 18

IV Fire Alarm System

16 Supply , installation , testing and commissioning of 4 zones Fire Alarm Control Panel with LCD display having inbuilt battery charger & batteries.

17 SITC of manual call point complete with mounting base in ABS each 1

18 Supply and Installation of wall Mounted Horn / Hooter in ABS each 1

19 Supply and laying of 1.5 sq.mm dual core copper wire with 19mm dia PVC conduit rm 18

VII Fire Extinguishers

20 Providing , Fixing CO2 extinguisher consisting of seamless MS cylindrical body squeeze lever discharge valve , 30 cms long high pressure discharge hose ISI marked as per IS : 15683 including fixing to wall , with brackets etc. complete . Make : NEWTECH / KALPEX OMEX

Capacity 4.5 kg each 1

Under Ground Water Tank ( 100 KL Capacity) & Pump Room

Estimate of Cost

Items based on BCD-SOR – 2020, effective from 01.07.2020.

Sl. No./ SOR Description of Work Unit Qty. Qty. Rate (Rs.) Amount (Rs.)

1.1/ 2.6 Earth work in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 824 0.99_);\(0.99\)

1.2/ 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m cum 652 116.5

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 18 0.99_);\(0.99\)

Sub Total '1' (Earth Work) : Rs.

0.0 Concrete Work

2.1/ 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

2.1.1/ 4.1.6 1: 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) cum 18 3229.9

2.2/ 4.12 Extra for Providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures. per 50 kg cement 2586 56.57

Sub Total '2' (Concrete Work) : Rs.

0.0 Reinforced Cement Concrete

3.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

3.1.1/ 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 16 203

3.1.2/ 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. sqm 600 356.4

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 243 412.2

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 256 362.9

3.1.5/ 5.9.16 Edges of slabs and breaks in floors and walls

3.1.5.1 5.9.16.1 Under 20 cms wide metre 93 126.8

3.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars.

3.3/ 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement, M-20 grade reinforced cement concrete

3.3.1/ 5.33A.1 All work upto plinth level cum 212 4689.2

3.3.2 All work from plinth level upto floor V level.

3.3.2.1/ 5.33A.2.2 Beams, plinth beams, girder, bressumers, cantilevers, Suspended floors, lintels, roofs and staircase including spiral staircase, shelves etc. cum 3 5553.6

3.4/ 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels.

3.4.1/ 5.33B.1 Providing M-25 grade RCC istead of M20 grade R.C.C cum 215 165.3

Sub Total ' 3' ( RCC Work ) : Rs.

4.1/ 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

4.1.1/ 6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm th Brick work cum 10 4853.8

4.2/ 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum

250 mm th Brick work in C.M (1:6) cum 10 791.8

Sub Total '4' (Brick Work) : Rs.

0.0 Steel works

5.1/ 10.12 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

Doors sqm 2 3022.2

5.2/ 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.

10.5.1 Using flats 30x6 mm for diagonal braces and central cross piece. sqm 3 3177.5

5.3/ 10.32 Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

5.3.1/ 10.32.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works Kg 80 99.5

Sub Total '5' (Steel works) : Rs.

0.0 Flooring Works

6.1/ 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. sqm 244 285.2

6.1/ 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 124 280.8

Sub Total '6' ( Flooring works) : Rs.

0.0 Water Proofing Treatment Works :

8.0 8.1/22.5 DSR-18 Providing and laying water proofing treatment in suken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of

i) (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.

ii) (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry Sqm 497 465.6

Sub Total ' 7' (Water Proofing Treatment Works) :

0.0 Plaster and Finishing Works

8.1/ 13.11 12 mm cement plaster of mix:

8.1.1/ 13.11.4 1:6 (1 cement : 6 Coarse sand) sqm 427 134.5

8.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

13.12.2 1:4(1 cement: 4 coarse sand ) sqm 304 168.5

8.3/ 13.24 6 mm cement plaster to ceiliing of mix :

8.3.1/ 13.24.2 1:4:(1 cement : 4 coarse sand) sqm 216 119.1

8.4/ 13.26 Neat cement punning sqm 427 38.9

8.5/ 13.72 White washing with whiting to give an even shade :

13.72.1 New work (three or more goats) sqm 291 17

8.6/ 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:

8.7/ 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) sqm 304 0.00_);\(0.00\)

8.8/ 13.81 Applying priming coat:

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works sqm 11 32.4

8.9/ 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.

13.93.1 Two or more coats on new work sqm 11 80.3

Sub Total '8' ( Plaster and Finishing work) Rs.

0.0 Miscellaneous Works

9.1/ 19.18 Supplying and fixing C.I. cover without frame for manholes

19.18.3 560 mm diameter C.I. over (heavy duty) the weight of the cover to be not less than 108 kg. Each 6 6778.9

9.2/ 18.10 (Derive) Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.

100 mm dia. Nominal bore Mtr. 40 1125

9.3/ 17.35 Providing and fixing soil, waste and vent pipes :

17.35.1.2 100 mm diaCentrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Mtr 178 1057.8

9.3/ 17.30 Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design Each 6 45

9.4/ 19.15 Providing M.S. foot rests including fixing in manholes with 20 x 20 x 10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) as per standard design :

9.4.1/ 19.15.2 with 20 mm diameter round bar Each 21 241.2

Sub total ' 9' (Miscellaneous Works) : Rs.

0.0 Carriage of Materials

0.9 Bricks (Lead - 1 km kutcha + 7 km pucca) Per 1000 Nos. 12900

0.9 Coarse Sand cum 130

0.0 Stone Chips cum 204

10.4 Local Sand cum 22

Sub Total ' 10' (Carriage of Materials): Rs.

0.0 Diffrence in Cost of Materials

0.9 Cement tonne

11.2 Bricks per 1000 nos 7808

Sub Total ' 11' (Diffrence in Cost of Materials): Rs.

Estimate of Cost for Furniture & Furnishing works

S.No Furniture Specification Unit Qty Rate (Rs.) Amount (Rs.)