Construction of A.E Murliganj office Under P. H. Division, Madhepura.

TECHNICAL BID Group-1

Name of Work Construction of A.E Murliganj office Under P. H. Division, Madhepura Cost of Work as per BOQ Rs. 72,24,600.00 Time of Completion (in months) 9

NIT No.- 10/ PH_BUILDING_MDP_PHED (R-1) Gr. No. 3

Sl No. Items Requirement

Name of the contractor

Address of the contractor

1 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of Executive Engineer, P.H. Division,Supaul

144500 Earnest money - Rs.

2 Registration Paper of appropriate class of PHED, Govt. of Bihar

4 Latest sales tax registration in state of Bihar

5 Details of Tools and Plant ( approapriate Rig machine ownership papers/ registered deed )

6 Affidavit from the notary certifying that the bidders/ contractor has completed 80%/OR more than 80%/completed the work previously awarded to him.

7 Work Experience of Similar nature 0.5

8 Turn over last Five Years ( Performance Report of Last Five Years/Details of Work Done Last Five Years) 0.5

9 Availibity of Self Investment in prescribe format for ITB 0.25

10 Availibility of credit facility as per clause of ITB 0.1

11 Power of attorney / partnership deed/MOU of private limited company etc. if applicable.

12 Details of Skilled/Technical Staffs

13 Character Certificate

14 Any other Documens required as per NIT/ Standard Bidding Documents Required

IF YOU HAVE NOT BEEN DEBARED WRITE "NOT APPLICABLE" IN YOUR LETTER HEAD SCAN AND UPLOAD IN THE IN NOC FOR DEBAR LINK

Note:-Attachment should be self attested and should be attached as per above instruction, otherwise it may be rejected.

I, the undersigned, do hereby certify that all the statements made in the required attachments are true and correct.

Signature & Seal of the Bidder

PROJECT : PROPOSED CONSTRUCTION OF SUB-DIVISION OFFICE BUILDING AT SUB - DIVISIONAL BUILDING CAMPUS, BIRPUR (SUPAUL).

(Ground Floor Only)

Estimate of Cost

Items Covered Under BCD-SOR-2022, effective from 01.01.2022

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 232.50 314.90 73,214.25

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 152.90 123.90 18,944.31

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 157.30 287.30 45,192.29

Sub Total '1' (Earth Work) : Rs. 137,350.85

2.0 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 17.30 3998.10 69,167.13

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 0.00 57.16 0.00

Sub Total '2' (Concrete Work) : Rs. 69,167.13

3.0 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 62.50 211.60 13,225.00

3.1.3/ 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0.00 375.10 0.00

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 194.30 437.50 85,006.25

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 384.60 404.70 155,647.62

3.1.5/ 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 220.60 494.40 109,064.64

3.1.6/ 5.9.7 Stairs, (excluding landings) except spiral staircases. sqm 18.30 439.90 8,050.17

3.1.7/ 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. sqm 24.40 646.70 15,779.48

3.1.8/ 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 19.00 550.90 10,467.10

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

Under 20 cm wide Metre 67.40 130.20 8,775.48

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 65.90 5063.40 333,678.06

3.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 61.50 5863.20 360,586.80

Sub Total '3' (RCC Work) : Rs. 2,310,642.00

4 RCC WATER TANK

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.2/ 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. sqm 16 375.1 6001.6

4.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 0.392 437.5 171.5

4.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

4.3/ 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.

4.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 1.611 5863.2 9445.6152

2 Carriage of Materials

(ii) Coarse Sand (Lead - 145 Km) cum 2 3867.49 7734.98

(iii) Stone Chips (Lead - 325 km) cum 1 2205.95 2205.95

(iv) Local sand (1 km kutcha + 2 km pucca) cum 0 310.45 0

Sub part "4 " (construction of water tank ) ( Rs ):- : Rs. 43730.0044

5.0 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 78.60 4923.00 386,947.80

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 6.20 5116.30 31,721.06

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 46.80 842.20 39,414.96

4.2.2 125 mm th Brick work in C.M (1:4) cum 6.20 842.20 5,221.64

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 '5' (Brick Work) : Rs. 468,974.10

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 23.60 1775.30 41,897.08

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 12.00 78.40 940.80

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 9.00 60.80 547.20

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 23.60 401.40 9,473.04

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

9.1 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. Metre 40.00 139.70 5,588.00

9.1 Providing and fixing aluminium hanging floor door stopper, ISI markedanodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screws . All complete job

9.101.1 Single rubber stopper each 4.00 34.60 138.40

9.101.1 Twin rubber stopper each 4.00 80.00 320.00

Sub Total '6' (Wood Work) : Rs. 74,830.26

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 18.00 165.40 2,977.20

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. 249.10 114.60 28,546.86

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. 275.00 144.50 39,737.50

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. 0.00 121.90 0.00

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 '7' (Steel Work) Rs. 194,821.31

8.0 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 231.30 283.30 65,527.29

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 0.00 1638.80 0.00

7.3.2/ 11.41A.1.1 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) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

Double charge vitrified tile polished finish of size

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.

7.5/ 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 16.70 862.40 14,402.08

9.6/ 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 72.30 795.00 57,478.50

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 0.00 15.00 0.00

8.10/ 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. Metre 0.00 68.60 0.00

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 17.20 289.10 4,972.52

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 '8' (Flooring Work) : Rs. 366,027.56

9.0 Plaster & Finishing Works

8.1/ 13.11 12 mm cement plaster of mix

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

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

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 710.30 105.40 74,865.62

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 710.30 102.30 72,663.69

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 47.20 39.70 1,873.84

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 58.50 34.60 2,024.10

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 105.70 84.50 8,931.65

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 77.30 47.10 3,640.83

8.9/ 13.26 Neat Cement punning Sqm 79.00 40.50 3,199.50

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 289.40 137.00 39,647.80

Sub Total '9' (Finishing Works) : Rs. 354,833.50

9.0 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 0.00 480.60 0.00

22.20 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. 0.00

10.0 Miscellaneous works

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 35.10 436.60 15,324.66

10.2/ 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. Each 4.00 189.00 756.00

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 0.00 1355.40 0.00

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 0.00 697.40 0.00

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. 16,080.66

11.0 Carriage of Materials

(I) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 nos 50924.80 940.97 47,918.71

(ii) Coarse Sand (lead -180 km) cum 88.90 3867.49 343,819.86

(iii) Stone Chips (lead -325 km from Mirzachauki) cum 127.00 2205.95 280,155.65

(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 163.90 310.45 50,882.76

Extra Cost of Material

Sub Total '11' (Carriage of Materials): Rs. 735284.66

12.0 Difference in cost of Materials

(i) Cement bag 616.00 0.00 0.00

(ii) Bricks per 1000 nos 30784.00 0.00 0.00

Sub Total '12' (Difference in cost of Materials): Rs. 0.00

Total cost for civil works (Rs.) : Rs. 4771742.04

WATER SUPPLY WORKS

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

Exposed on walls

18.10.1 15mm dia G.I pipe Metre 18.00 227.70 4098.60

18.10.2 20mm dia G.I pipe Metre 12.00 289.50 3474.00

18.10.3 25mm dia G.I pipe Metre 8.00 399.90 3199.20

18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

18.11.1 15mm dia nominal bore Metre 18.00 318.90 5740.20

18.11.2 20mm dia nominal bore Metre 12.00 374.00 4488.00

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

18.16.1 15mm nominal bore Each 4.00 303.80 1215.20

18.16.2 20mm nominal bore Each 2.00 328.00 656.00

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

18.17.1 25mm nominal bore Each 2.00 532.60 1065.20

18.17.2 32mm nominal bore Each 1.00 589.90 589.90

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

18.19.2.1 32mm nominal bore

Horizontal Each 2.00 677.60 1355.20

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 4.00 85.20 340.80

18.22 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.

18.38 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

18.38.1 15 mm diameter pipe Metre 18.00 11.90 214.20

18.38.2 20 mm diamatre pipe Metre 12.00 13.90 166.80

18.38.3 25 mm diametre pipe Metre 8.00 18.40 147.20

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 4.00 158.80 635.20

18.46.2 20 mm nominal bore Each 4.00 185.60 742.40

18.46.3 25 mm nominal bore Each 2.00 265.90 531.80

18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 Each 4.00 434.20 1736.80

18.50 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 4.00 715.10 2860.40

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 4.00 708.40 2833.60

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 4.00 594.80 2379.20

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 4.00 500.40 2001.60

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 4.00 96.80 387.20

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 4.00 198.50 794.00

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 4.00 217.10 868.40

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 4.00 115.70 462.80

NS Installation of U.V . With media change . each 1.00 20000.00 20000.00

Sub total (Water Supply works) : Rs. 63364.10 0.00

Construction of 150MMX 100 MM X 90 M deep Gravel packed T/W

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)

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.

24.3.2 (a) 150 mm nominal size dia P/M 30.00 660.10 19803.00

24.3.1 100 mm nominal size dia P/M 30.00 546.10 16383.00

2B Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC (UPVC) medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.4.2 100 mm nominal size dia P/M 30.00 573.10 17193.00

3 Supplying fitting & fixing the following Fitting of approved make and specification at work site complete job.

24.13.2 (a) 100 mm center guide Nos. in each T/W Each 6.00 100.00 600.00

(a) 150mm center guide Nos. in each T/W Each 4.00 150.00 600.00

24.15.2 (b) 150 mm dia well plug Each 1.00 281.80 281.80

24.14.2 (c) 150 mm dia M.S. Clamp 1.6 M long (one Pair) Each 1.00 1531.40 1531.40

24.13.2 (d) 150 mm dia P.V.C. well cap Each 1.00 210.70 210.70

24.15.2 ( e ) 150 mmx 100 mm dia U. P.V.C reducer Each 1.00 500.00 500.00

4 24.8 Gravel packing in tubewell construction in accordance with IS:4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. P/M 3 6.50 1343.20 8730.80

4 Carriage of Pea Gravel from Dhalbhumigarh (taken av distance 400km.) Per M3 6.50 5774.88 37536.72

6 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. P / Hrs. 3.00 916.80 2750.40

7 Transportation of drilling plants, developing equipments & all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per S/D of E/I Each 1.00 9200.00 9200.00

8 Supplying all materials and labours for arrangement for additional water required during the drilling period for 70 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 1.00 7000.00 7000.00

Sub total ( Construction of 150MMX 100 MM X 90 M deep Gravel packed T/W) : Rs. 170340.32

Installation of 1 HP Submersible motor pump

1 Supply, Installation , commissioning and testing of single phase 1 H.P submersible pump set having dischargeing capacity 1.5 Lps at a total head of 35 meter (approx) of KSB/ Kirloskar or equivalent make with all accessories & fittings etc including loading unloading and transportion of the pump set to the work site with all required labour, materials , tools and tackles installation , testing & commissioning as per standards specifications and direction of E/I

(i) 40 mm dia x m mtrs long medium class CPVC column pipe bothend threaded and one end socketed - 6 Nos. (ii) 1x3x1.5 mm² flat copper conductor submersible cable - 40 mtrs. (iii) 40 mm dia union socket - 1 No. (iv) 50 mm dia x 250 mm long CPVC nipple - 1 No. (v) 40 mm dia CPVC Elbow - 1 No. (vi) 40 mm dia M.S clamps - 2 Pairs. (vii) 40 mm dia x 250 mm long CPVC nipple - 1 No. (viii) Tubewell cap for 125 mm dia T/Well - 1 No. (ix) 40 mm x 50 mm dia reducer socket - 1 No. Nos 1.00 12000.00 12000.00

2 Supply, Installation , commissioning and testing of floor mounted outdoor type L.T feeder pillar single phase starter controll pannel operated on 220 V , 3 phase , 50 c/s for 1HP Submersible pump set made of MS sheet ( minimum 2 mm thick) duly spary power coated painting with following accessories . (i) Suitable single phase starter control panel for above motor of BCH/ L&T make - 1 No. Nos 1.00 3000.00 3000.00

3 Supplying and fitting 2.5 mm² copper service cable from power point nearest source up-to pumping station. M 20.00 130.00 2600.00

Sub total (Installation of 1 HP Submersible motor pump) : Rs. 17600.00

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 2.00 2369.90 4739.80

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 2.00 1500.00 3000.00

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

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 3.00 1068.50 3205.50

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 4.00 713.30 2853.20

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 4.00 424.00 1696.00

17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Metre 25.00 1036.50 25912.50

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 8.00 178.50 1428.00

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

17.39 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 Each 9.00 439.70 3957.30

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 8.00 731.40 5851.20

17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 Each 8.00 439.70 3517.60

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

17.60 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 4.00 928.50 3714.00

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 16.00 46.10 737.60

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 Metre 6.00 257.50 1545.00

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

12.79.6.2 Shoe plain

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. Each 4.00 47.90 191.60

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. Each 2.0 4470.90 8941.80

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. Each 2.00 4230.00 8460.00

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 0.00 5231.50 0.00

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 4.00 146.30 585.20

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 1.00 6469.00 6469.00

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 0.00 9.70 0.00

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 4.00 204.70 818.80

Sub total ( SANITARY INSTALLATION) : Rs. 99622.53

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

Item Code Description Unit Qty. Rate (Rs) Amount (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 10.80 314.90 3,400.92

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 2.70 123.90 334.53

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

2.27.1 Ali kinds of soil. cum 8.10 49.40 400.14

2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 0.72 287.30 206.86

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 1.92 3998.10 7676.35

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. sqm 4.80 283.30 1359.84

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) sqm 5.33 4819.90 25690.07

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 3.36 599.30 2013.65

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 23.40 229.30 5365.62

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 5214.10 6569.77

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 1.90 5335.90 10138.21

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 2.08 211.60 440.13

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 1.75 404.70 708.23

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 494.70 0.00

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 4.80 437.50 2100.00

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 kg 75.00 94.50 7087.50

5.22.1F Mild steel 10 mm dia kg 15.00 92.60 1389.00

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 2.00 3164.60 6329.20

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 4.00 310.90 1243.60

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) p/1000 4077.00 940.97 3836.33

Coarse Sand cum 4.26 3867.49 16475.51

Stone Chips cum 3.05 2205.95 6728.15

Local sand (1 km kutcha + 2 km pucca) cum 2.75 310.45 853.74

Diffrences cost of materials 0.00

Sub total ( Septic tank ) : Rs. 116408.47 0.00

TOTAL ( PHE WORKS ) Rs. 467335.42

Construction of 2.5 M Length compound wall

1- 2.6 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item 'B')& disposal of excavated earth so obtained to a distance of upto 50 M and lift as mentioned below including leveling, ramming the foundation, removing roots of trees, shrubs all complete as per approved building specification & direction of E/I.

2- 2.28 Providing clean coarse sand filling in foundation trenches or in plinth including ramming & watering as per specification & direction of E/I including cost of materials taxes & royalty. cum 0.0984375 287.30 28.28

3- 11.73 Providing designation of 100A B/Edge/S joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I. sqm 1.3125 444.8 583.8

4- 4.1.5 Providing P.C.C.(1:3:6 ) with approved quality of stone metal grade III ( 50 mm to 25 mm size ) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cement concrete in mixer and placing in position, vibrating, striking curing taxes & royalty all complete as per specification & direction of E/I. cum 0.13125 3434 450.7125

5- 5.3 + 5.9.6 Providing R.C.C. M-150 in beams with approved quality of stone chips of 20mm to 6mm size graded clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cement concrete in mixer and placing in position, vibrating, striking curing taxes & royalty all complete as per specification & direction of E/I. (But excluding the cost of reinforcement) cum 0.1875 5335.9 1000.48125

6- 5.22.1 B + 5.22.1 A Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

6 mm dia M.S. Rod Kgs. 5 96.7 483.5

TMT Bar TMTC-500-8 mm dia. Kgs. 10 94.5 945.00

4.3 P/L R.C.C M20

4.3.1 All work upto P.L

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.1/ 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 0.66 211.6 139.656

RCC Column EGL to PL

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.6/ 5.9.6 RCC Column above PL sqm 2.1 494.4 1038.24

5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work upto plinth level.

4.3.3.1 /5.1.3 1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) cum 0.03675 4688.3 172.295025

RCC Column above PL

5.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work above plinth level.

5.2.2 1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) cum 0.2205 5670 1250.235

6- 5.22.1 B + 5.22.1 E Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

5.22.7A TMT Bar TMTC-500-8 mm dia. Kgs. 5.292 94.5 500.094

5.22.7B TMT Bar TMTC-500-12 mm dia. Kgs. 21.168 90.8 1922.0544

7- 6.1.14 A Providing designation 100 A brick work in C.M. (1:6) in foundation upto plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, racking out joints to 15 mm depth curing taxes & reality all complete as per specification & direction of E/I. cum 0.263 4819.9 1267.6337

8- 4.11 Providing 50 mm thick D.P.C. at plinth level with M-150 cement concrete approved quality of stone chips of 20mm to 6mm size graded clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cemnet concrete in mixer with 5% cico and placing in position, vibrating, striking curing taxeas & royality all complete as per specification & direction of E/I. sqm 0.625 245.6 153.5

9- 6.1.14 A + 6.3 A Providing designation 100A brick work in C.M. (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, racking out joints to 15 mm depth curing taxes & reality all complete as per specification & direction of E/I. cum 0.616 842.2 518.7952

10- 13.11.4 Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, a curing with all leads and lifts of water, scaffolding, taxes and royalty all compete as per building specification of E/I. sqm 8.578125 141.5 1213.8046875

11- 13.46 A Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) sqm 8.578125 132.5 1136.6015625

12- 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.

(a) Bricks (7 Km. Pucca & 1 Km. Kachha lead) Nos. 490 1429.60 700.504

(b) Coarse Sand (45 Km. lead) M3 0.62 1015.10 629.362

(c) Stone Chips (110 Km. lead) M3 0.21 1690.70 355.047

(d) Local Sand (2 Km. Pucca & 1 Km. Kaccha lead) M3 0.180 407.10 73.278

Sub total ( 2.5 M compound wall ) : Rs. 14810.85917

Sub total ( Construction of 10 M Length compound wall ) : Rs. 59243.44

SITE DEVELOPMENT (RAIN WATER HARVESTING)

1. Construction of new 125 mm x 40 mm dai x 10 meters deep Boring .

Part 'A' Cost of Materials

1 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 M 3 427.00 1281.00

2 40mm dia best quality UPVC pipe confirming to IS:12818-1983/1992 M 3 80.00 240.00

3 40mm dia X 2 mtr long UPVC RIBEED Strainer confirming to IS:12818-1983/1992 Nos. 2 246.00 492.00

4 125 mm X 40 mm UPVC reducing socket (Heavy quality). No. 1 272.1 272.1

Part 'B' labour Cost

1 Boring by jet dheki by suitable cutter or reduce as the case may be lowering 125 mm U.P.V.C. X 40mm dia UPVC pipe & strainer of standard quality iron shoe, plug & shocked etc. all complete including providing all tools and plants required for the job as per specification and direction of the engineer in charge.

(a) For 125 mm dia U.P.V.C. pipe M 27.0 388.6 10492.20

(b) For 40 mm dia UPVC Pipe M 3.5 232.1 812.35

Total Sub head -01 ( Construction of new 125 mm x 40 mm dai x 10 meters deep Boring ) = 13589.65

2. Construction of soakpit of 1 meter dia and 2 meter deep for rain water harvesting

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

B 6.1.14B Brick work with bricks of class designation 100 B in foundation and plinth in

Cement mortar 1:6 (1 cement : 6 coarse sand)

Less for honey comb masonary

C 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having sloe up to 15, landing, balconies, shelves, chajjas, lintals, bands, plain windows sills, staircase and spiral stair cases up to floor five level excluding cost of centring, shuttering, finishing with cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)

D 5.22 7B Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

8 mm to 10mm dia T.M.T. bars

8 mm to 10mm dia T.M.T. bars Kg. 8 92.6 740.8

E providing brick bats 22 mm to 40 mm size for filling soak pit as per approved etc. all complete including carriage of brick bats.

F Carriage of materials.

(a) Bricks ( 7 Km. Pucca & 1 Km Kaccha lead) No. 319 1139.38 363.46222

(c) Coarse Sand ( 50 Km. lead) M3 0.40 1232.94 493.176

(d) Stone Chips ( 200 Km. lead) M3 0.11 4270.38 469.7418

Sub head -2 ( Construction of soakpit of 1 meter dia and 2 meter deep for rain water harvesting )= 8200.33

3. Construction of chamber of 1 meter x 2 meter x 1.5 meter deep for rain water Disposal

1/2.8 Earth work in excavation over areas (exceeding 1.5 in depth, 1.5m in width as well as 10 sqm in plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. cum 3.75 360.70 1352.625

2.28 Supplying & filling in plinth with local sand under floors including watering, ramming consolidating and dressing complete. cum 0.375 287.3 107.7375

2/11.72 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/l. cum 3.75 283.3 1062.375

3/(SOR 4.1.3) Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering etc. all work up to plinth level.

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 0.3 3998.1 1199.43

4/ (SOR 6.1.14A) Brick work with bricks of class designation 100A in foundation and plinth in

Cement mortar 1:6 (1 cement : 6 coarse sand) cum 2.25 4819.9 10844.775

5/(SOR 13.17.1) 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of near cement sqm 11 203.6 2239.60

Providing 12mm cement plaster (1:4)

out side with neat cement punning sqm 6.00 152.9 917.40

R.C.C. Cover slab(1:1.5:3)

7/(SOR 5.2.2) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work above plinth level.

1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) cum 0.28 5670 1613.82

S.O.R. No. 5.2.2 & 5.9.3 Centring and Shuttering sqm 5.60 437.5 2450.00

S.O.R. No. 13.17.1 +13.36.1 C.P. (1:3) with 5% Cico & neat cement

Bed surface =2*1

8mm dia T.S. Rod

Lifting Ring of 10mm dia Rod nos 4 30 120

Carriage of materials.

Sub head -3 ( Construction of chamber of 1 meter x 2 meter x 1.5 meter deep for rain water Disposal = 29138.63

4 .Construction of drain for rain water harvesting

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

Rectangular cum Trapezoidal Section, Width 250 mm x 350 mm Avg Deep (varying from 250 to 350 mm)

Statement of Analysis for 1 metre length of Drain

2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil Cum 0.12 360.70 44.18575

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.

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

4.1 Providing and laying in position cement concrete of specified grade excluding 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)

4.1.5 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)

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)

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.

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) %No 172.00 940.97 161.84684

coarse sand (lead -145 m) cum 0.43 3156.65 1357.3595

stone chip (lead -345 m) cum 0.57 2205.95 1257.3915

Local sand (1 km kutcha + 2 km pucca) cum 0.12 310.43 37.2516

Carriage of material ( for 1 meter dain construction) Rs . = 2813.85

TOTAL COST OF DRAIN PER METRE LENGTH = 5252.61

Sub head - 04(TOTAL COST OF DRAIN 2 METRE LENGTH) = 10505.22

Total cost for rain water harvesting (part-A + part - B + part - C + part - D ) = 61433.83

Electrical Works

SOR Code. Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

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.

1.31 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 18.00 362.00 6516.00

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 12.00 413.00 4956.00

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 56.00 200.00 11200.00

1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 23.00 42.00 966.00

1.34 Supplying and fixing Batten/angale holder on the exisiting jucction box/pvc box including connection etc. as required. Each 19.00 46.00 874.00

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 29.00 130.00 3770.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 25.00 161.00 4025.00

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 22.00 200.00 4400.00

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 19.00 410.00 7790.00

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

1.38 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 2.00 219.00 438.00

2.31 Supplying and fixing modular type 25 amps A.C. unit box with ON/OFF MCB on surface or in recess complete with connections, testing and commissioning etc as required. Each 3.00 594.00 1782.00

MR Supply , installation , testing and commissioning of AC unit (including installation charge ) With AC 5 KVA VOLTAGE STABLISER Each 1.00 60286.25 60286.25

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 6.00 1235.00 7410.00

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

2.9.4 4 way ( 4 + 12 ), double door, horizontal type Each 1.00 2388.00 2388.00

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 6.00 192.00 1152.00

2.12.7 50/63 Amps, Tripole pole and neutral Each 3.00 1635.00 4905.00

5.9.3 Supplying and fixing single wall mounted 18/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. Each 8.00 684.00 5472.00

6.1.34 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 15 watt LED lamp Each 8.00 302.00 2416.00

5.11.7 Supplying and fixing Surface mounted 15/18 watt LED downlighter complete with integrated electronic driver & LED directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 4.00 1380.00 5520.00

5.14 Supplying and fixing 4' X 40 watt suspended type LED luminaire provides soft-light and glare free symmetrical illumination complete with all accessories etc. including ball and socket arrangement, 2 no. down rods of 20mm dia X 1.6 Each 4.00 4949.00 19796.00

5.12.6 Supplying and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 1.00 8437.00 8437.00

8.5 Supplying and fixing of 32 mm dia X 2.00 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 2.00 1002.00 2004.00

8.11.2 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. Each 5.00 1618.00 8090.00

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 5.00 359.00 1795.00

8.11.4 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 1.00 1483.00 1483.00

8.10.2 Supplying and fixing wall/floor mounted cubical panel board, fabricated with 16 gauge iron sheet, suitable for panel mounted switch disconnector, including bus-bar chamber, insulator and painting etc. as required. (but without busbar copper strip) sqft 3.00 1382.00 4146.00

2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

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 1.00 9463.00 9463.00

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 50/63 Amps, Tripole pole and neutral Each 5.00 1635.00 8175.00

AR Supplying and fixing Copper strips 50x5mm sizefor busbar including inter connection etc as required per kg 9.00 776.00 6984.00

8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 1.00 1337.00 1337.00

8.10.6 Supply and fixing digital Ammeter, three phase with C.T. coil in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 1.00 1643.00 1643.00

AR Supplying and fixing Pilot lamp for indication. each 2.00 121.00 242.00

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.

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

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. 16.00 157.00 2512.00

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 1.00 12831.00 12831.00

3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 19.00 116.00 2204.00

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. each 1.00 3752.00 3752.00

2.1.5 63 Amp, TP&N

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

3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 12.00 116.00 1392.00

NS Telephonic conduit LS 9924.21

Sub Total (Internal Electrical work ) Rs. 301580.46

Fire Fighting Works

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

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

1./ NS ISI marked ( IS : 2878n) portable fire Extinguisher , carbon - dioxide type flat base including valve , discharge hose of not less than 10 mm dia . I1mlong & complete in all respects including initial fill with co2 gas confirming to IS : 307 - 1996 filled to a filling ratio of not more than 0.667 and wall suspension bracket .

M.R Capacity 4.5 kg Each 2 7500.00 15000

VII Fire Extinguishers

2 / NS " ABC " stored pressure type Dry chemical powder ( Mono - ammonium phosphate ) 6 kg fire extinguiher with fixed hangers , hose , brackets , screws to required size etc . Complete as per IS :14609

M. R Capacity 6 kg Each 2 2200.00 4400

Sub Total ( Fire fightening work ) Rs. 19400.0

TOTAL ( CIVIL WORK ) Rs. 5680735.18

Add GST difference of (18%-12%)=6% as only 12% considered in BCD SoR'22 ( Use multiplication factor - 0.0536) . Rs . 304487.41

GRAND TOTAL ( CIVIL WORK ) Rs . 5985222.59

ITEM WITH GST @ 18 %

SL. NO. ITEM UNIT NOS. Rate (Rs) AMOUNT

1 Executive Table Asent with ERU size ( w - 210 cm , D - 72.7 cm , h -76.5 cm ) Each 1 61364.00 61364.00

2 Executive Revolving chair Marvel high back Each 1 25305.00 25305.00

3 Executive visitor chair Each 12 8959.00 107508.00

4 Glass door storewell Each 2 36680.00 73360.00

5 coffee table glass top Each 1 19629.00 19629.00

6 computer table Each 1 12732.00 12732.00

7 Meeting table mingle 6 sheeting Each 1 45422.00 45422.00

8 Meeting chair Each 6 11831.00 70986.00

Sub Total (Total Furniture work ) Rs . 416306.00

Supplying, installation , Testing & commissioning of Hybrid solar photo voltaic power generation system

S.N. Particulars Unit Quantity Rate Amount

Analysis to decide capacity of solar photo voltaic power generator system

Accourding to analysis of electricity consumption considering future extension also total unit of electricity consume per day in sub division office building = 60UNITS

Per month electricity consumption = 60 UNITS X 30DAYS = 1800 UNITS

Thumb rule in india ,Considering indian weather 1 KW Solar system is able to generate 4 units of electricity everyday. Hence total units generated by 1 kw solar system in a month of 30 days is 120 units ( 30 dayx 4 units per day )

Generally , total size of one solar panel is 335 watts

Total size of solar panel project =( 1800 / 120 ) =15 kw = 15000 watts

Total no of solar panel required =(15000/335) = 44.77 (says - 45 nos )

(One plate size generally 15.6 cm x 15.6 cm , no of cell almost 81 nos , factor used to calculate watt is 0.0175 )

Hybrid Solar PhotoVoltaic Power Generation System

1.0 Supply Installation , testing and commissioning of Grid Interective rooftop solar photo voltaic power generation system including space frame

Area required for installation of 15 kw hubrid solar power Generation = 976 sqft ( 90.76 sqm )

Providing and fixing Hybrid inverter ( 15 KVA - 240 DC -3 phase )

MC 4 connector ( 8 Pairs )

DC junction box ( 1 No )

AC junction box ( 1No )

DC cable (90 mtrs )

AC cable ( 40 mtrs )

All items with its fitting and fixing job 1 176444.00 176444.00

2.0 Supplying and installation 32 Amp 2 Pole Three Phase Change over switch. no 1 8985.00 8985.00

3.0 Provision of Net Energy Metering (NEM) system including all accessories. no 1 22253.00 22253.00

4.0 Lightening arrestor no 1 9924.20 9924.20

5.0 Supplying and installation of Solar pannel plate of capacity 335 Watts Solar panels each (45 nos x 335 W =15075 W ( Says - 15000 W ).Solar Accessories ( Fasteners , cable ties , crimping tools , Earthing kits , lighting tools ) Watt 15000 39.30 589500.00

Sub Total (Hybrid Solar PhotoVoltaic Power Generation System ) Rs. 807106.20

Supply Installation , testing and commissioning of LAN System

1.0 Lan system with full set camera (Supply Installation , testing and commissioning of LAN System comprising of core switchs &v12 switches with 10 G , 10 GIGA SFP MODULES , WIFI access.as per direction of engineer in charge . job 1.00 82365.21 82365.21

Sub Total (Supply Installation , testing and commissioning of LAN System ) Rs. 82365.21

total work 7291000.00

PROJECT : Construction of A.E Murliganj office Under P. H. Division, Madhepura

Date of Tender :- 14.05.2026

Estimated Cost:- 7224600.00

Earnest Money :- 144500.00

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.)

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 232.50 314.90 73,214.25

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 152.90 123.90 18,944.31

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 157.30 287.30 45,192.29

Sub Total '1' (Earth Work) : Rs. 137,350.85

2.0 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 17.30 3998.10 69,167.13

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 0.00 57.16 0.00

Sub Total '2' (Concrete Work) : Rs. 69,167.13

3.0 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 62.50 211.60 13,225.00

3.1.3/ 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0.00 375.10 0.00

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 194.30 437.50 85,006.25

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 384.60 404.70 155,647.62

3.1.5/ 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 220.60 494.40 109,064.64

3.1.6/ 5.9.7 Stairs, (excluding landings) except spiral staircases. sqm 18.30 439.90 8,050.17

3.1.7/ 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. sqm 24.40 646.70 15,779.48

3.1.8/ 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 19.00 550.90 10,467.10

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

Under 20 cm wide Metre 67.40 130.20 8,775.48

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 65.90 5063.40 333,678.06

3.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 61.50 5863.20 360,586.80

Sub Total '3' (RCC Work) : Rs. 2,247,610.50

4 RCC WATER TANK

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.2/ 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. sqm 16 375.1 6001.6

4.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 0.392 437.5 171.5

4.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

4.3/ 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.

4.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 1.611 5863.2 9445.6152

2 Carriage of Materials

(ii) Coarse Sand (Lead - 145 Km) cum 2 3867.49 7734.98

(iii) Stone Chips (Lead - 325 km) cum 1 2205.95 2205.95

(iv) Local sand (1 km kutcha + 2 km pucca) cum 0 310.45 0

Sub part "4 " (construction of water tank ) ( Rs ):- : Rs. 43730.0044

5.0 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 78.60 4923.00 386,947.80

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 6.20 5116.30 31,721.06

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 46.80 842.20 39,414.96

4.2.2 125 mm th Brick work in C.M (1:4) cum 6.20 842.20 5,221.64

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 '5' (Brick Work) : Rs. 468,974.10

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 23.60 1775.30 41,897.08

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 12.00 78.40 940.80

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 9.00 60.80 547.20

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 23.60 401.40 9,473.04

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

9.1 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. Metre 40.00 139.70 5,588.00

9.1 Providing and fixing aluminium hanging floor door stopper, ISI markedanodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screws . All complete job

9.101.1 Single rubber stopper each 4.00 34.60 138.40

9.101.1 Twin rubber stopper each 4.00 80.00 320.00

Sub Total '6' (Wood Work) : Rs. 74,830.26

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 18.00 165.40 2,977.20

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. 249.10 114.60 28,546.86

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. 275.00 144.50 39,737.50

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. 0.00 121.90 0.00

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 '7' (Steel Work) Rs. 194,821.31

8.0 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 231.30 283.30 65,527.29

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 0.00 1638.80 0.00

7.3.2/ 11.41A.1.1 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) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

Double charge vitrified tile polished finish of size

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.

7.5/ 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 16.70 862.40 14,402.08

9.6/ 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 72.30 795.00 57,478.50

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 0.00 15.00 0.00

8.10/ 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. Metre 0.00 68.60 0.00

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 17.20 289.10 4,972.52

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 '8' (Flooring Work) : Rs. 366,027.56

9.0 Plaster & Finishing Works

8.1/ 13.11 12 mm cement plaster of mix

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

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

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 710.30 105.40 74,865.62

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 710.30 102.30 72,663.69

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 47.20 39.70 1,873.84

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 58.50 34.60 2,024.10

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 105.70 84.50 8,931.65

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 77.30 47.10 3,640.83

8.9/ 13.26 Neat Cement punning Sqm 79.00 40.50 3,199.50

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 289.40 137.00 39,647.80

Sub Total '9' (Finishing Works) : Rs. 354,833.50

9.0 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 0.00 480.60 0.00

22.20 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. 0.00

10.0 Miscellaneous works

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 35.10 436.60 15,324.66

10.2/ 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. Each 4.00 189.00 756.00

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 0.00 1355.40 0.00

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 0.00 697.40 0.00

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. 16,080.66

11.0 Carriage of Materials

(I) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 nos 50924.80 940.97 47,918.71

(ii) Coarse Sand (lead -180 km) cum 88.90 3867.49 343,819.86

(iii) Stone Chips (lead -325 km from Mirzachauki) cum 127.00 2205.95 280,155.65

(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 163.90 310.45 50,882.76

Extra Cost of Material

Sub Total '11' (Carriage of Materials): Rs. 735284.66

12.0 Difference in cost of Materials

(i) Cement bag 616.00 0.00 0.00

(ii) Bricks per 1000 nos 30784.00 0.00 0.00

Sub Total '12' (Difference in cost of Materials): Rs. 0.00

Total cost for civil works (Rs.) : Rs. 4708710.54

WATER SUPPLY WORKS

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

Exposed on walls

18.10.1 15mm dia G.I pipe Metre 18.00 227.70 4098.60

18.10.2 20mm dia G.I pipe Metre 12.00 289.50 3474.00

18.10.3 25mm dia G.I pipe Metre 8.00 399.90 3199.20

18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

18.11.1 15mm dia nominal bore Metre 18.00 318.90 5740.20

18.11.2 20mm dia nominal bore Metre 12.00 374.00 4488.00

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

18.16.1 15mm nominal bore Each 4.00 303.80 1215.20

18.16.2 20mm nominal bore Each 2.00 328.00 656.00

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

18.17.1 25mm nominal bore Each 2.00 532.60 1065.20

18.17.2 32mm nominal bore Each 1.00 589.90 589.90

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

18.19.2.1 32mm nominal bore

Horizontal Each 2.00 677.60 1355.20

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 4.00 85.20 340.80

18.22 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.

18.38 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

18.38.1 15 mm diameter pipe Metre 18.00 11.90 214.20

18.38.2 20 mm diamatre pipe Metre 12.00 13.90 166.80

18.38.3 25 mm diametre pipe Metre 8.00 18.40 147.20

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 4.00 158.80 635.20

18.46.2 20 mm nominal bore Each 4.00 185.60 742.40

18.46.3 25 mm nominal bore Each 2.00 265.90 531.80

18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 Each 4.00 434.20 1736.80

18.50 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 4.00 715.10 2860.40

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 4.00 708.40 2833.60

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 4.00 594.80 2379.20

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 4.00 500.40 2001.60

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 4.00 96.80 387.20

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 4.00 198.50 794.00

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 4.00 217.10 868.40

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 4.00 115.70 462.80

NS Installation of U.V . With media change . each 1.00 20000.00 20000.00

Sub total (Water Supply works) : Rs. 63364.10 0.00

Construction of 150MMX 100 MM X 90 M deep Gravel packed T/W

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)

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.

24.3.2 (a) 150 mm nominal size dia P/M 30.00 660.10 19803.00

24.3.1 100 mm nominal size dia P/M 30.00 546.10 16383.00

2B Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC (UPVC) medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.4.2 100 mm nominal size dia P/M 30.00 573.10 17193.00

3 Supplying fitting & fixing the following Fitting of approved make and specification at work site complete job.

24.13.2 (a) 100 mm center guide Nos. in each T/W Each 6.00 100.00 600.00

(a) 150mm center guide Nos. in each T/W Each 4.00 150.00 600.00

24.15.2 (b) 150 mm dia well plug Each 1.00 281.80 281.80

24.14.2 (c) 150 mm dia M.S. Clamp 1.6 M long (one Pair) Each 1.00 1531.40 1531.40

24.13.2 (d) 150 mm dia P.V.C. well cap Each 1.00 210.70 210.70

24.15.2 ( e ) 150 mmx 100 mm dia U. P.V.C reducer Each 1.00 500.00 500.00

4 24.8 Gravel packing in tubewell construction in accordance with IS:4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. P/M 3 6.50 1343.20 8730.80

4 Carriage of Pea Gravel from Dhalbhumigarh (taken av distance 400km.) Per M3 6.5 5774.88 37536.72

6 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. P / Hrs. 3.00 916.80 2750.40

7 Transportation of drilling plants, developing equipments & all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per S/D of E/I Each 1.00 9200.00 9200.00

8 Supplying all materials and labours for arrangement for additional water required during the drilling period for 70 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 1.00 7000.00 7000.00

Sub total ( Construction of 150MMX 100 MM X 90 M deep Gravel packed T/W) : Rs. 170340.32

Installation of 1 HP Submersible motor pump

1 Supply, Installation , commissioning and testing of single phase 1 H.P submersible pump set having dischargeing capacity 1.5 Lps at a total head of 35 meter (approx) of KSB/ Kirloskar or equivalent make with all accessories & fittings etc including loading unloading and transportion of the pump set to the work site with all required labour, materials , tools and tackles installation , testing & commissioning as per standards specifications and direction of E/I

(i) 40 mm dia x m mtrs long medium class CPVC column pipe bothend threaded and one end socketed - 6 Nos. (ii) 1x3x1.5 mm² flat copper conductor submersible cable - 40 mtrs. (iii) 40 mm dia union socket - 1 No. (iv) 50 mm dia x 250 mm long CPVC nipple - 1 No. (v) 40 mm dia CPVC Elbow - 1 No. (vi) 40 mm dia M.S clamps - 2 Pairs. (vii) 40 mm dia x 250 mm long CPVC nipple - 1 No. (viii) Tubewell cap for 125 mm dia T/Well - 1 No. (ix) 40 mm x 50 mm dia reducer socket - 1 No. Nos 1.00 12000.00 12000.00

2 Supply, Installation , commissioning and testing of floor mounted outdoor type L.T feeder pillar single phase starter controll pannel operated on 220 V , 3 phase , 50 c/s for 1HP Submersible pump set made of MS sheet ( minimum 2 mm thick) duly spary power coated painting with following accessories . (i) Suitable single phase starter control panel for above motor of BCH/ L&T make - 1 No. Nos 1.00 3000.00 3000.00

3 Supplying and fitting 2.5 mm² copper service cable from power point nearest source up-to pumping station. M 20.00 130.00 2600.00

Sub total (Installation of 1 HP Submersible motor pump) : Rs. 17600.00

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 2.00 2369.90 4739.80

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 2.00 1500.00 3000.00

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

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 3.00 1068.50 3205.50

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 4.00 713.30 2853.20

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 4.00 424.00 1696.00

17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Metre 25.00 1036.50 25912.50

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 8.00 178.50 1428.00

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

17.39 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 Each 9.00 439.70 3957.30

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 8.00 731.40 5851.20

17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 Each 8.00 439.70 3517.60

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

17.60 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 4.00 928.50 3714.00

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 16.00 46.10 737.60

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 Metre 6.00 257.50 1545.00

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

12.79.6.2 Shoe plain

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. Each 4.00 47.90 191.60

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. Each 2.0 4470.90 8941.80

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. Each 2.00 4230.00 8460.00

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 0.00 5231.50 0.00

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 4.00 146.30 585.20

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 1.00 6469.00 6469.00

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 0.00 9.70 0.00

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 4.00 204.70 818.80

Sub total ( SANITARY INSTALLATION) : Rs. 99622.53

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

Item Code Description Unit Qty. Rate (Rs) Amount (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 10.80 314.90 3,400.92

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 2.70 123.90 334.53

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

2.27.1 Ali kinds of soil. cum 8.10 49.40 400.14

2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 0.72 287.30 206.86

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 1.92 3998.10 7676.35

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. sqm 4.80 283.30 1359.84

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) sqm 5.33 4819.90 25690.07

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 3.36 599.30 2013.65

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 23.40 229.30 5365.62

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 5214.10 6569.77

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 1.90 5335.90 10138.21

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 2.08 211.60 440.13

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 1.75 404.70 708.23

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 494.70 0.00

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 4.80 437.50 2100.00

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 kg 75 94.50 7087.50

5.22.1F Mild steel 10 mm dia kg 15 92.60 1389.00

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 2.00 3164.60 6329.20

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 4 310.90 1243.6

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) p/1000 4077 940.97 3836.33469

Coarse Sand cum 4.26 3867.49 16475.51

Stone Chips cum 3.05 2205.95 6728.15

Local sand (1 km kutcha + 2 km pucca) cum 2.75 310.45 853.74

Diffrences cost of materials 0.00

Sub total ( Septic tank ) : Rs. 116408.47 0.00

TOTAL ( PHE WORKS ) Rs. 467335.42

Construction of 2.5 M Length compound wall

1- 2.6 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item 'B')& disposal of excavated earth so obtained to a distance of upto 50 M and lift as mentioned below including leveling, ramming the foundation, removing roots of trees, shrubs all complete as per approved building specification & direction of E/I.

2- 2.28 Providing clean coarse sand filling in foundation trenches or in plinth including ramming & watering as per specification & direction of E/I including cost of materials taxes & royalty. cum 0.0984375 287.30 28.28

3- 11.73 Providing designation of 100A B/Edge/S joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I. sqm 1.3125 444.8 583.8

4- 4.1.5 Providing P.C.C.(1:3:6 ) with approved quality of stone metal grade III ( 50 mm to 25 mm size ) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cement concrete in mixer and placing in position, vibrating, striking curing taxes & royalty all complete as per specification & direction of E/I. cum 0.13125 3434 450.7125

5- 5.3 + 5.9.6 Providing R.C.C. M-150 in beams with approved quality of stone chips of 20mm to 6mm size graded clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cement concrete in mixer and placing in position, vibrating, striking curing taxes & royalty all complete as per specification & direction of E/I. (But excluding the cost of reinforcement) cum 0.1875 5335.9 1000.48125

6- 5.22.1 B + 5.22.1 A Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

6 mm dia M.S. Rod Kgs. 5 96.7 483.5

TMT Bar TMTC-500-8 mm dia. Kgs. 10 94.5 945.00

4.3 P/L R.C.C M20

4.3.1 All work upto P.L

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.1/ 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 0.66 211.6 139.656

RCC Column EGL to PL

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.6/ 5.9.6 RCC Column above PL sqm 2.1 494.4 1038.24

5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work upto plinth level.

4.3.3.1 /5.1.3 1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) cum 0.03675 4688.3 172.295025

RCC Column above PL

5.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work above plinth level.

5.2.2 1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) cum 0.2205 5670 1250.235

6- 5.22.1 B + 5.22.1 E Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

5.22.7A TMT Bar TMTC-500-8 mm dia. Kgs. 5.292 94.5 500.094

5.22.7B TMT Bar TMTC-500-12 mm dia. Kgs. 21.168 90.8 1922.0544

7- 6.1.14 A Providing designation 100 A brick work in C.M. (1:6) in foundation upto plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, racking out joints to 15 mm depth curing taxes & reality all complete as per specification & direction of E/I. cum 0.263 4819.9 1267.6337

8- 4.11 Providing 50 mm thick D.P.C. at plinth level with M-150 cement concrete approved quality of stone chips of 20mm to 6mm size graded clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cemnet concrete in mixer with 5% cico and placing in position, vibrating, striking curing taxeas & royality all complete as per specification & direction of E/I. sqm 0.625 245.6 153.5

9- 6.1.14 A + 6.3 A Providing designation 100A brick work in C.M. (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, racking out joints to 15 mm depth curing taxes & reality all complete as per specification & direction of E/I. cum 0.616 842.2 518.7952

10- 13.11.4 Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, a curing with all leads and lifts of water, scaffolding, taxes and royalty all compete as per building specification of E/I. sqm 8.578125 141.5 1213.8046875

11- 13.46 A Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) sqm 8.578125 132.5 1136.6015625

12- 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.

(a) Bricks (7 Km. Pucca & 1 Km. Kachha lead) Nos. 490 1429.60 700.504

(b) Coarse Sand (45 Km. lead) M3 0.62 1015.10 629.362

(c) Stone Chips (110 Km. lead) M3 0.21 1690.70 355.047

(d) Local Sand (2 Km. Pucca & 1 Km. Kaccha lead) M3 0.180 407.10 73.278

Sub total ( 2.5 M compound wall ) : Rs. 14810.85917

Sub total ( Construction of 10 M Length compound wall ) : Rs. 59243.44

SITE DEVELOPMENT (RAIN WATER HARVESTING)

1. Construction of new 125 mm x 40 mm dai x 10 meters deep Boring .

Part 'A' Cost of Materials

1 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 M 3 427.00 1281.00

2 40mm dia best quality UPVC pipe confirming to IS:12818-1983/1992 M 3 80.00 240.00

3 40mm dia X 2 mtr long UPVC RIBEED Strainer confirming to IS:12818-1983/1992 Nos. 2 246.00 492.00

4 125 mm X 40 mm UPVC reducing socket (Heavy quality). No. 1 272.1 272.1

Part 'B' labour Cost

1 Boring by jet dheki by suitable cutter or reduce as the case may be lowering 125 mm U.P.V.C. X 40mm dia UPVC pipe & strainer of standard quality iron shoe, plug & shocked etc. all complete including providing all tools and plants required for the job as per specification and direction of the engineer in charge.

(a) For 125 mm dia U.P.V.C. pipe M 27.0 388.6 10492.20

(b) For 40 mm dia UPVC Pipe M 3.5 232.1 812.35

Total Sub head -01 ( Construction of new 125 mm x 40 mm dai x 10 meters deep Boring ) = 13589.65

2. Construction of soakpit of 1 meter dia and 2 meter deep for rain water harvesting

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

B 6.1.14B Brick work with bricks of class designation 100 B in foundation and plinth in

Cement mortar 1:6 (1 cement : 6 coarse sand)

Less for honey comb masonary

C 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having sloe up to 15, landing, balconies, shelves, chajjas, lintals, bands, plain windows sills, staircase and spiral stair cases up to floor five level excluding cost of centring, shuttering, finishing with cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)

D 5.22 7B Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

8 mm to 10mm dia T.M.T. bars

8 mm to 10mm dia T.M.T. bars Kg. 8 92.6 740.8

E providing brick bats 22 mm to 40 mm size for filling soak pit as per approved etc. all complete including carriage of brick bats.

F Carriage of materials.

(a) Bricks ( 7 Km. Pucca & 1 Km Kaccha lead) No. 319 1139.38 363.46222

(c) Coarse Sand ( 50 Km. lead) M3 0.40 1232.94 493.176

(d) Stone Chips ( 200 Km. lead) M3 0.11 4270.38 469.7418

Sub head -2 ( Construction of soakpit of 1 meter dia and 2 meter deep for rain water harvesting )= 8200.33

3. Construction of chamber of 1 meter x 2 meter x 1.5 meter deep for rain water Disposal

1/2.8 Earth work in excavation over areas (exceeding 1.5 in depth, 1.5m in width as well as 10 sqm in plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. cum 3.75 360.7 1352.625

2.28 Supplying & filling in plinth with local sand under floors including watering, ramming consolidating and dressing complete. cum 0.375 287.3 107.7375

2/11.72 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/l. cum 3.75 283.3 1062.375

3/(SOR 4.1.3) Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering etc. all work up to plinth level.

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 0.3 3998.1 1199.43

4/ (SOR 6.1.14A) Brick work with bricks of class designation 100A in foundation and plinth in

Cement mortar 1:6 (1 cement : 6 coarse sand) cum 2.25 4819.9 10844.775

5/(SOR 13.17.1) 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of near cement sqm 11 203.6 2239.60

Providing 12mm cement plaster (1:4)

out side with neat cement punning sqm 6.00 152.9 917.40

R.C.C. Cover slab(1:1.5:3)

7/(SOR 5.2.2) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work above plinth level.

1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) cum 0.28 5670 1613.82

S.O.R. No. 5.2.2 & 5.9.3 Centring and Shuttering sqm 5.60 437.5 2450.00

S.O.R. No. 13.17.1 +13.36.1 C.P. (1:3) with 5% Cico & neat cement

Bed surface =2*1

8mm dia T.S. Rod

Lifting Ring of 10mm dia Rod nos 4 30 120

Carriage of materials.

Sub head -3 ( Construction of chamber of 1 meter x 2 meter x 1.5 meter deep for rain water Disposal = 29138.63

4 .Construction of drain for rain water harvesting

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

Rectangular cum Trapezoidal Section, Width 250 mm x 350 mm Avg Deep (varying from 250 to 350 mm)

Statement of Analysis for 1 metre length of Drain

2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil Cum 0.12 360.70 44.18575

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.

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

4.1 Providing and laying in position cement concrete of specified grade excluding 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)

4.1.5 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)

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)

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.

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) %No 172.00 940.97 161.84684

coarse sand (lead -145 m) cum 0.43 3156.65 1357.3595

stone chip (lead -345 m) cum 0.57 2205.95 1257.3915

Local sand (1 km kutcha + 2 km pucca) cum 0.12 310.43 37.2516

Carriage of material ( for 1 meter dain construction) Rs . = 2813.85

TOTAL COST OF DRAIN PER METRE LENGTH = 5252.61

Sub head - 04(TOTAL COST OF DRAIN 2 METRE LENGTH) = 10505.22

Total cost for rain water harvesting (part-A + part - B + part - C + part - D ) = 61433.83

Electrical Works

SOR Code. Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

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.

1.31 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 18.00 362.00 6516.00

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 12.00 413.00 4956.00

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 56.00 200.00 11200.00

1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 23.00 42.00 966.00

1.34 Supplying and fixing Batten/angale holder on the exisiting jucction box/pvc box including connection etc. as required. Each 19.00 46.00 874.00

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 29.00 130.00 3770.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 25.00 161.00 4025.00

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 22.00 200.00 4400.00

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 19.00 410.00 7790.00

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

1.38 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 2.00 219.00 438.00

2.31 Supplying and fixing modular type 25 amps A.C. unit box with ON/OFF MCB on surface or in recess complete with connections, testing and commissioning etc as required. Each 3.00 594.00 1782.00

MR Supply , installation , testing and commissioning of AC unit (including installation charge ) With AC 5 KVA VOLTAGE STABLISER Each 1.00 60286.25 60286.25

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 6.00 1235.00 7410.00

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

2.9.4 4 way ( 4 + 12 ), double door, horizontal type Each 1.00 2388.00 2388.00

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 6.00 192.00 1152.00

2.12.7 50/63 Amps, Tripole pole and neutral Each 3.00 1635.00 4905.00

5.9.3 Supplying and fixing single wall mounted 18/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. Each 8.00 684.00 5472.00

6.1.34 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 15 watt LED lamp Each 8.00 302.00 2416.00

5.11.7 Supplying and fixing Surface mounted 15/18 watt LED downlighter complete with integrated electronic driver & LED directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 4.00 1380.00 5520.00

5.14 Supplying and fixing 4' X 40 watt suspended type LED luminaire provides soft-light and glare free symmetrical illumination complete with all accessories etc. including ball and socket arrangement, 2 no. down rods of 20mm dia X 1.6 Each 4.00 4949.00 19796.00

5.12.6 Supplying and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 1.00 8437.00 8437.00

8.5 Supplying and fixing of 32 mm dia X 2.00 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 2.00 1002.00 2004.00

8.11.2 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. Each 5.00 1618.00 8090.00

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 5.00 359.00 1795.00

8.11.4 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 1.00 1483.00 1483.00

8.10.2 Supplying and fixing wall/floor mounted cubical panel board, fabricated with 16 gauge iron sheet, suitable for panel mounted switch disconnector, including bus-bar chamber, insulator and painting etc. as required. (but without busbar copper strip) sqft 3.00 1382.00 4146.00

2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

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 1.00 9463.00 9463.00

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 50/63 Amps, Tripole pole and neutral Each 5.00 1635.00 8175.00

AR Supplying and fixing Copper strips 50x5mm sizefor busbar including inter connection etc as required per kg 9.00 776.00 6984.00

8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 1.00 1337.00 1337.00

8.10.6 Supply and fixing digital Ammeter, three phase with C.T. coil in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 1.00 1643.00 1643.00

AR Supplying and fixing Pilot lamp for indication. each 2.00 121.00 242.00

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.

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

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. 16.00 157.00 2512.00

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 1.00 12831.00 12831.00

3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 19.00 116.00 2204.00

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. each 1.00 3752.00 3752.00

2.1.5 63 Amp, TP&N

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

3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 12.00 116.00 1392.00

NS Telephonic conduit LS 9924.21

Sub Total (Internal Electrical work ) Rs. 301580.46

Fire Fighting Works

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

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

1./ NS ISI marked ( IS : 2878n) portable fire Extinguisher , carbon - dioxide type flat base including valve , discharge hose of not less than 10 mm dia . I1mlong & complete in all respects including initial fill with co2 gas confirming to IS : 307 - 1996 filled to a filling ratio of not more than 0.667 and wall suspension bracket .

M.R Capacity 4.5 kg Each 2 7500.00 15000

VII Fire Extinguishers

2 / NS " ABC " stored pressure type Dry chemical powder ( Mono - ammonium phosphate ) 6 kg fire extinguiher with fixed hangers , hose , brackets , screws to required size etc . Complete as per IS :14609

M. R Capacity 6 kg Each 2 2200.00 4400

Sub Total ( Fire fightening work ) Rs. 19400.0

TOTAL ( CIVIL WORK ) Rs. 5617703.68

Add GST difference of (18%-12%)=6% as only 12% considered in BCD SoR'22 ( Use multiplication factor - 0.0536) . Rs . 301108.92

GRAND TOTAL ( CIVIL WORK ) Rs . 5918812.60

ITEM WITH GST @ 18 %

SL. NO. ITEM UNIT NOS. Rate (Rs) AMOUNT

1 Executive Table Asent with ERU size ( w - 210 cm , D - 72.7 cm , h -76.5 cm ) Each 1 61364.00 61364.00

2 Executive Revolving chair Marvel high back Each 1 25305.00 25305.00

3 Executive visitor chair Each 12 8959.00 107508.00

4 Glass door storewell Each 2 36680.00 73360.00

5 coffee table glass top Each 1 19629.00 19629.00

6 computer table Each 1 12732.00 12732.00

7 Meeting table mingle 6 sheeting Each 1 45422.00 45422.00

8 Meeting chair Each 6 11831.00 70986.00

Sub Total (Total Furniture work ) Rs . 416306.00

Supplying, installation , Testing & commissioning of Hybrid solar photo voltaic power generation system

S.N. Particulars Unit Quantity Rate Amount

Analysis to decide capacity of solar photo voltaic power generator system

Accourding to analysis of electricity consumption considering future extension also total unit of electricity consume per day in sub division office building = 60UNITS

Per month electricity consumption = 60 UNITS X 30DAYS = 1800 UNITS

Thumb rule in india ,Considering indian weather 1 KW Solar system is able to generate 4 units of electricity everyday. Hence total units generated by 1 kw solar system in a month of 30 days is 120 units ( 30 dayx 4 units per day )

Generally , total size of one solar panel is 335 watts

Total size of solar panel project =( 1800 / 120 ) =15 kw = 15000 watts

Total no of solar panel required =(15000/335) = 44.77 (says - 45 nos )

(One plate size generally 15.6 cm x 15.6 cm , no of cell almost 81 nos , factor used to calculate watt is 0.0175 )

Hybrid Solar PhotoVoltaic Power Generation System

1.0 Supply Installation , testing and commissioning of Grid Interective rooftop solar photo voltaic power generation system including space frame

Area required for installation of 15 kw hubrid solar power Generation = 976 sqft ( 90.76 sqm )

Providing and fixing Hybrid inverter ( 15 KVA - 240 DC -3 phase )

MC 4 connector ( 8 Pairs )

DC junction box ( 1 No )

AC junction box ( 1No )

DC cable (90 mtrs )

AC cable ( 40 mtrs )

All items with its fitting and fixing job 1 176444.00 176444.00

2.0 Supplying and installation 32 Amp 2 Pole Three Phase Change over switch. no 1 8985.00 8985.00

3.0 Provision of Net Energy Metering (NEM) system including all accessories. no 1 22253.00 22253.00

4.0 Lightening arrestor no 1 9924.20 9924.20

5.0 Supplying and installation of Solar pannel plate of capacity 335 Watts Solar panels each (45 nos x 335 W =15075 W ( Says - 15000 W ).Solar Accessories ( Fasteners , cable ties , crimping tools , Earthing kits , lighting tools ) Watt 15000 39.30 589500.00

Sub Total (Hybrid Solar PhotoVoltaic Power Generation System ) Rs. 807106.20

Supply Installation , testing and commissioning of LAN System

1.0 Lan system with full set camera (Supply Installation , testing and commissioning of LAN System comprising of core switchs &v12 switches with 10 G , 10 GIGA SFP MODULES , WIFI access.as per direction of engineer in charge . job 1.00 82365.21 82365.21

Sub Total (Supply Installation , testing and commissioning of LAN System ) Rs. 82365.21

Name of work :- Construction Of Kitchen Shed and Electrification work of classroom at Different school under Block -Raghopur, in the Dist - Supaul. 1 GIRLS P/S ABHUAR KISHANPUR 10060303503

Date of Tender :-

Estimated Cost:- 1483000.00

Earnest Money :- 30000.00

Time of Completion :- 60 Days

Cost of BOQ :- 2500.00

SL. No. S.O.R No Particulars of items Quantity Unit Rate Amount room Veerandah

1 1.1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with piano type switch, phenolic laminated sheet, suitable size M.S./PVC box etc as reouired. Group'C' 31

For 31 Class Room

Fan Point 62.00 62

Tube Light Point 124.00 124

Tube Light Point 31.00 31

2 1.33 Supplying and fixing 2 pin, 5/6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 217.00 Each 64.00 13,888.00

3 1.7.2 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2X 2.5 sq. mm + 1X 2.5 sq. mm earth wire 276.00 Mtr. 246.00 67,896.00

4 1.30 Supplying and fixing metal/pvc box of 180mm X 100mm X 60 mm deep (nominal size) on sudace or in recess ivith suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connections, painting etc. as required. 1.00 Each 424.00 424.00

5 1.23.1 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 5/6 amps switch 31.00 Each 37.00 1,147.00

6 1.23.4 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 3 pin , 5/6 amps socket outlet 31.00 Each 55.00 1,705.00

7 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 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. 62.00 Each 2,482.00 153,884.00

8 1.23.9 Step fan regulator, piano type 62.00 Each 311.00 19,282.00

9 2.12.3 Supptying and fixing following rating, 24Al4L5 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' 6A to 32A TP 1.00 Each 1,044.00 1,044.00 902,135.00

10 5.1 Supplying and fixing 4'X18 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS pVC insulated copper conductor etc. as required. 155.00 Each 521.00 80,755.00 3,667.22

ESTIMATE OF KITCHEN SHED

ikbZy QkmUMs'ku

2 20.3A.1 25 lsaeh0 O;kl dh ikbZy gsrq cksj dk fuekZ.k ------- ehVj 178.30 15.00 2,675.00 211,570.65

3 20.3A.2 63 lsaeh0 O;kl dh ikbZy gsrq okafNr xgjkbZ ij Under -ream dk fuekZ.k -- vnn 190.20 0.00 0.00

4 5.1.2 ikbZy esa vkj0 lh0lh0 ¼1%2%4½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z --- ÄuehVj 4688.30 0.74 3,452.00 4664.864865

5 2.8.1 uhao esa feVVh [kqnkbZ dk dk;Z -------------------- ÄuehVj 360.70 0.52 187.00

6 2.28 uhao esa lkQ ckyw HkjkbZ dk dk;Z --------------- ÄuehVj 281.40 0.36 102.00

7 11.72 uhao esa 100 , fczd QySV lksfyax dk dk;Z ---- oxZehVj 283.30 4.77 1,350.00

8 4.1.8 uhao esa Iysu lhesaV daØhV ¼ih0lh0lh0½ 1%4%8 lhesaV%ckyw%fpIl ds vuqikr esa LVksu esVy xzsM&III dk;Z vkSj eksVk ckyw ds lkFk ÄuehVj 2975.20 0.08 232.00

9 5.1.2 xzsM che esa vkj0 lh0lh0 ¼ 1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- ÄuehVj 4688.30 0.63 2,951.00

10 6.1.12A dqlhZ esa 100 , bZV pqukbZ lhesaV e'kkyk ¼1%4½ ds vuqikr ÄuehVj 5070.90 1.30 6,574.00

11 6.18.4A+ 6.19A 100 , 125 feeh bZV pqukbZ lhesaV e'kkyk ¼1%4½ ds vuqikr esa oxZehVj 689.00 2.21 1,526.00

12 5.2.2 LVhQuj ,oa dkWye esa vkj0 lh0lh0 ¼1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- ÄuehVj 5670.00 1.18 6,691.00

13 4.11 dqlhZ Lrj ij 50 feeh eksVk ueh fujks/kd ijr ¼Mh0ih0lh0½ ¼1%2%4½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- oxZehVj 245.60 4.13 1,014.00

14 2.28 Hkou esa tehu Lrj ls dqlhZ Lrj rd ckyw HkjkbZ dk;Z ÄuehVj 281.40 6.37 1,793.00

15 5.2.2 fyaVy esa vkj0 lh0lh0 ¼1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- ÄuehVj 5670.00 0.63 3,568.00

16 6.1.12A+ 6.3A dqlhZ Lrj ls Nr Lrj rd 100 , bZV pqukbZ dk;Z ¼1%4½ lhesaV ckyw ds vuqikr esa--- ÄuehVj 5860.10 8.72 51,079.00

17 13.24.2+ 13.26 + 13.70.1 Nr Lrj ij nhokj dss mijh Hkkx esa <+ykbZ ls iwoZ 6 fe0eh0 eksVk 1%4 IyLrj ifuax rFkk rhu dksV pwuk iqrkbZ oxZehVj 185.00 4.13 764.00

18 5.2.2 63 eh0eh0 eksVk NTtk esa vkj0lh0lh0¼1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ÄuehVj 5670.00 0.42 2,371.00

19 5.2.2 35 eh0eh0 eksVk jSd esa vkj0lh0lh0¼1%1-5%3½lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ÄuehVj 5670.00 1.41 8,014.00

20 5.2.2 Nr esa 0'-5" eksVk vkj0lh0lh0¼1%1-5%3½lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z --- ÄuehVj 5670.00 2.38 13,475.00

21 10.19 16 fe-eh eksVk ekbZyM LVhy NM+ dk ia[kk dk gwd -------------- la[;k 114.00 2.00 228.00

23 12.80.1 Nr ls ikuh fudklh gsrq 40 fe0eh0 O;kl dk G I ikbZi tke djus dk laiq.kZ dk;Z la[;k 184.10 2 368.00

24 10.4 1 feeh eksVk ekbZyM LVhy pnjk ,oa 40 x 40x 6 feeh ,axy ds pkSs[kV ij cuk gqvk njcktk ,oa f[k³dh dh vkiwfrZ ,oa tke djus dk iqjk dk;Z -------------------- oxZehVj 4279.90 3.62 15,512.65

25 9.48.1 20 feeh xquk 6 feeh ,e-,l QySV dk cuk gqvk fxzy dh vkiqfrZ ,oa tke djuk--fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z-- fdxzk 144.50 28.5 4,118.00

26 13.11.4 12 feeh eksVk lhesaV IykLVj ¼1%6½ lhesaV ckyw ds vuqikr esa ---- oxZehVj 141.50 91.15 12,897.00

27 13.11.4+ 13.26 12 feeh eksVk lhesaV IykLVj ¼1%6½ lhesaV ckyw ds vuqikr ,oa ifuax a ---- oxZehVj 182.00 8.46 1,539.00

28 13.24.2 6 feeh eksVk lhesaV IykLVj ¼1%4½ lhesaV ckyw ds vuqikr esa ------- oxZehVj 125.60 18.07 2,270.00

29 11.72 uhao esa 100 , fczd QySV lksfyax dk dk;Z ---- oxZehVj 283.30 13.94 3,949.00

30 11.76 150 feeh MzkbZ jSe [kksvk fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z---- ÄuehVj 0.00 13.94 0.00

31 11.3.1 Q'kZ esa 40 feeh eksVk 1%2%4 ¼lhesaV ckyq fpIl½ ds vuqikr esa isVsUV LVksu Qyksfjax fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z oxZehVj 289.10 13.94 4,030.00

32 13.70.1 nhokj ds vkarfjd lrg ij rhu dksV pwus dh lQsn iksrkbZ djuk fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z ------------- oxZehVj 18.90 42.88 810.00

33 13.78.1+13.79.1 nhokj ds ckgjh lrg ij ,d dksV lhesaV izkbej ¼csl½ ds mij rhu dksV okVj çqQ lhesaV dyj okl djuk ------ oxZehVj 119.80 53.28 6,383.00

34 13.81.3 njoktk ,oa f[k³dh dh bLikr lrg ij jsMh feDLM ftad DyksjsV ihyk izkbej ls ,d dksV izkbej djuk ------ oxZehVj 0.00 8.34 0.00

35 13.94.1 njoktk ,oa f[k³dh ij flaFksfVd bukesy isaV ls nks dksV isUV dk dk;Z ,d dksV izkbej ds mij ------ oxZehVj 116.50 8.34 972.00

36 5.9.5 LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------ oxZehVj 404.70 12.89 5,217.00

37 5.9.6 LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------ oxZehVj 494.40 9.29 4,595.00

38 5.9.3 LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------ oxZehVj 437.50 25.17 11,010.00 0.00

39 lzksr ls ftyk eq[;ky; rd okLrfod <qykbZ Hkk³k

lkexzh nwjh bdkbZ nj ek=k jkf'k

LFkkuh; ckyw 1 2 ?ku ehVj 820.73 7.02 5762.00

SUB TOTAL = 65055.00

40 lkefxz;ksa ds nj vUrj dh jkf'k

lkexzh bdkbZ nj nj ek=k jkf'k

Add Siegniorage fee = 2947.00

Gross Total = 282713.65

Total= 300000.00

Construction of kitchen shed works 3 300000.00 900000.00

So total cost for kitchen shed construction works and electric works 1483000.00

1 Estimated cost (in Rs.) :- Rs.1,483,000.00

2 Cost of Govt. Material :- NIL

3 Name of the Contractor :-

4 Address of the Contractor :-

5 I/we offer in Figures………in words……..%(percentage) High/Less/Estimated rate ( mentioned in the Bill of Quantity.) :- IN FIG.

Executive Engineer

P. H. Division , Supaul #REF!

Name of Work Name of work :- PROPOSED CONSTRUCTION OF SUB-DIVISION OFFICE BUILDING AT SUB - DIVISIONAL BUILDING CAMPUS, BIRPUR (SUPAUL). Cost of Work as per BOQ (In Rupees) Time of Completion (in Months) 9

Sl No. Items Requirement 242140.00

Name of the contractor

Address of the contractor

1 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of Executive Engineer, P.H. Division, Supaul.

Rs. 146,000.00 Earnest money - Rs. 15000.00

2 Registration Paper of class IV of Supaul District , Bihar

4 GST registration in state of Bihar

5 Affidavit from the notary certifying that the bidders/ contractor has completed 80% OR more than 80% the work previously awarded to him and not Debarred/Black listed from any Govt. Department.

6 Details of Skilled/Technical Staffs

7 Character Certificate

GOVERNMENT OF BIHAR

PUBLIC HEALTH ENGINEERING DEPARTMENT

PUBLIC HEALTH ENGINEERING DEPARTMENT, PURNIA REGION,

PUBLIC HEALTH CIRCLE, SAHARSA

PROPOSED CONSTRUCTION OF SUB-DIVISION OFFICE BUILDING AT SUB - DIVISIONAL BUILDING CAMPUS, BIRPUR (SUPAUL).

ESTIMATED COST :- 7291000.00

PUBLIC HEALTH DIVISION, SUPAUL

Name of Work Name of work :- PROPOSED CONSTRUCTION OF SUB-DIVISION OFFICE BUILDING AT SUB - DIVISIONAL BUILDING CAMPUS, BIRPUR (SUPAUL). Cost of Work as per BOQ Rs.7291000.00 Time of Completion (in months) 9

NIT No. NIT-(12/2024-25)

Sl No. Items Requirement

Name of the contractor

Address of the contractor

1 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of Executive Engineer, P.H. Division, Supaul

Rs. 146,000.00 Earnest money - Rs.

2 Registration Paper of appropriate class of PHED, Govt. of Bihar

4 Latest sales tax registration in state of Bihar

5 Details of Tools and Plant ( approapriate Rig machine ownership papers/ registered deed )

6 Affidavit from the notary certifying that the bidders/ contractor has completed 80%/OR more than 80%/completed the work previously awarded to him.

7 Work Experience of Similar nature 25%

8 Turn over last Three Years ( Performance Report of Last three Years/Details of Work Done Last three Years) 50%

9 Availibity of liquid asset 10%

10 Availibility of credit facility 25%

11 Power of attorney / partnership deed/MOU of private limited company etc. if applicable.

12 Details of Skilled/Technical Staffs

13 Character Certificate

Executive Engineer P.H.Division, Supaul.

PROJECT : PROPOSED CONSTRUCTION OF SUB-DIVISION OFFICE BUILDING AT SUB - DIVISIONAL BUILDING CAMPUS, BIRPUR (SUPAUL).

Date of Tender :-

Estimated Cost:- 7291000.00

Earnest Money :- 146000.00

Time of Completion :- 9 Months

Cost of BOQ :- 10000.00

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 232.50 0.00

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 152.90 0.00

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 157.30 0.00

Sub Total '1' (Earth Work) : Rs. 0.00

2.0 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 17.30 0.00

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 0.00 57.16 0.00

Sub Total '2' (Concrete Work) : Rs. 0.00

3.0 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 62.50 0.00

3.1.3/ 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0.00 375.10 0.00

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 194.30 0.00

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 384.60 0.00

3.1.5/ 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 220.60 0.00

3.1.6/ 5.9.7 Stairs, (excluding landings) except spiral staircases. sqm 18.30 0.00

3.1.7/ 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. sqm 24.40 0.00

3.1.8/ 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 19.00 0.00

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

Under 20 cm wide Metre 67.40 0.00

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 65.90 0.00

3.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 61.50 0.00

Sub Total '3' (RCC Work) : Rs. 0.00

4 RCC WATER TANK

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.2/ 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. sqm 16 0.00

4.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 0.392 0.00

4.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

4.3/ 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.

4.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 1.611 0.00

2 Carriage of Materials

(ii) Coarse Sand (Lead - 145 Km) cum 2 0.00

(iii) Stone Chips (Lead - 325 km) cum 1 0.00

(iv) Local sand (1 km kutcha + 2 km pucca) cum 0 0.00

Sub part "4 " (construction of water tank ) ( Rs ):- : Rs. 0.00

5.0 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 78.60 0.00

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 6.20 0.00

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 46.80 0.00

4.2.2 125 mm th Brick work in C.M (1:4) cum 6.20 0.00

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 '5' (Brick Work) : Rs. 0.00

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 23.60 0.00

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 12.00 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 9.00 0.00

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 23.60 0.00

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

9.1 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. Metre 40.00 0.00

9.1 Providing and fixing aluminium hanging floor door stopper, ISI markedanodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screws . All complete job

9.101.1 Single rubber stopper each 4.00 0.00

9.101.1 Twin rubber stopper each 4.00 0.00

Sub Total '6' (Wood Work) : Rs. 0.00

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 18.00 0.00

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. 249.10 0.00

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. 275.00 0.00

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. 0.00 121.90 0.00

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 '7' (Steel Work) Rs. 0.00

8.0 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 231.30 0.00

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 0.00 1638.80 0.00

7.3.2/ 11.41A.1.1 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) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

Double charge vitrified tile polished finish of size

11.41A.1.1 Size of Tile 60x60 cm sqm 100.50 0.00

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.

7.5/ 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 16.70 0.00

9.6/ 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 72.30 0.00

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 0.00 15.00 0.00

8.10/ 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. Metre 0.00 68.60 0.00

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 17.20 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 '8' (Flooring Work) : Rs. 0.00

9.0 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 485.70 0.00

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 289.40 0.00

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 224.60 0.00

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 710.30 0.00

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 710.30 0.00

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 47.20 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 58.50 0.00

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 105.70 0.00

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 77.30 0.00

8.9/ 13.26 Neat Cement punning Sqm 79.00 0.00

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 289.40 0.00

Sub Total '9' (Finishing Works) : Rs. 0.00

9.0 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 0.00 480.60 0.00

22.20 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. 0.00

10.0 Miscellaneous works

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 35.10 0.00

10.2/ 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. Each 4.00 0.00

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 0.00 1355.40 0.00

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 0.00 697.40 0.00

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. 0.00

11.0 Carriage of Materials

(I) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 nos 50924.80 0.00

(ii) Coarse Sand (lead -180 km) cum 88.90 0.00

(iii) Stone Chips (lead -325 km from Mirzachauki) cum 127.00 0.00

(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 163.90 0.00

Extra Cost of Material

(v) Cement mt 94.70 0.00

(vi) Bricks per 1000 nos 7401.60 0.00

Sub Total '11' (Carriage of Materials): Rs. 0.00

12.0 Difference in cost of Materials

(i) Cement bag 616.00 0.00 0.00

(ii) Bricks per 1000 nos 30784.00 0.00 0.00

Sub Total '12' (Difference in cost of Materials): Rs. 0.00

Total cost for civil works (Rs.) : Rs. 0.00

WATER SUPPLY WORKS

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

Exposed on walls

18.10.1 15mm dia G.I pipe Metre 18.00 0.00

18.10.2 20mm dia G.I pipe Metre 12.00 0.00

18.10.3 25mm dia G.I pipe Metre 8.00 0.00

18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

18.11.1 15mm dia nominal bore Metre 18.00 0.00

18.11.2 20mm dia nominal bore Metre 12.00 0.00

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

18.16.1 15mm nominal bore Each 4.00 0.00

18.16.2 20mm nominal bore Each 2.00 0.00

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

18.17.1 25mm nominal bore Each 2.00 0.00

18.17.2 32mm nominal bore Each 1.00 0.00

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

18.19.2.1 32mm nominal bore

Horizontal Each 2.00 0.00

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 4.00 0.00

18.22 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.

18.22.2 150 mm diameter Each 2.00 0.00

18.38 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

18.38.1 15 mm diameter pipe Metre 18.00 0.00

18.38.2 20 mm diamatre pipe Metre 12.00 0.00

18.38.3 25 mm diametre pipe Metre 8.00 0.00

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 4.00 0.00

18.46.2 20 mm nominal bore Each 4.00 0.00

18.46.3 25 mm nominal bore Each 2.00 0.00

18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 Each 4.00 0.00

18.50 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 4.00 0.00

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 4.00 0.00

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 4.00 0.00

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 4.00 0.00

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 4.00 0.00

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 4.00 0.00

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 4.00 0.00

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 4.00 0.00

NS Installation of U.V . With media change . each 1.00 0.00

Sub total (Water Supply works) : Rs. 0.00 0.00

Construction of 150MMX 100 MM X 90 M deep Gravel packed T/W

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)

24.1.1.2 (a) 350 mm dia bore from GL to 30.0M P/M 30.00 0.00

24.1.1.1 (b) 300mm dia bore from 30.0 m to 60.0M P/M 30.00 0.00

24.1.1.2 (c) 300mm dia bore from 60.0 m to 90.0M P/M 30.00 0.00

24.2.1.1 (c) 300mm dia bore from 90.0 m to 95.0M P/M 5.00 0.00

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.

24.3.2 (a) 150 mm nominal size dia P/M 30.00 0.00

24.3.1 100 mm nominal size dia P/M 30.00 0.00

2B Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC (UPVC) medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.4.2 100 mm nominal size dia P/M 30.00 0.00

3 Supplying fitting & fixing the following Fitting of approved make and specification at work site complete job.

24.13.2 (a) 100 mm center guide Nos. in each T/W Each 6.00 0.00

(a) 150mm center guide Nos. in each T/W Each 4.00 0.00

24.15.2 (b) 150 mm dia well plug Each 1.00 0.00

24.14.2 (c) 150 mm dia M.S. Clamp 1.6 M long (one Pair) Each 1.00 0.00

24.13.2 (d) 150 mm dia P.V.C. well cap Each 1.00 0.00

24.15.2 ( e ) 150 mmx 100 mm dia U. P.V.C reducer Each 1.00 0.00

4 24.8 Gravel packing in tubewell construction in accordance with IS:4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. P/M 3 6.50 0.00

4 Carriage of Pea Gravel from Dhalbhumigarh (taken av distance 400km.) Per M3 6.5 0.00

6 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. P / Hrs. 3.00 0.00

7 Transportation of drilling plants, developing equipments & all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per S/D of E/I Each 1.00 0.00

8 Supplying all materials and labours for arrangement for additional water required during the drilling period for 70 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 1.00 0.00

Sub total ( Construction of 150MMX 100 MM X 90 M deep Gravel packed T/W) : Rs. 0.00

Installation of 1 HP Submersible motor pump

1 Supply, Installation , commissioning and testing of single phase 1 H.P submersible pump set having dischargeing capacity 1.5 Lps at a total head of 35 meter (approx) of KSB/ Kirloskar or equivalent make with all accessories & fittings etc including loading unloading and transportion of the pump set to the work site with all required labour, materials , tools and tackles installation , testing & commissioning as per standards specifications and direction of E/I

(i) 40 mm dia x m mtrs long medium class CPVC column pipe bothend threaded and one end socketed - 6 Nos. (ii) 1x3x1.5 mm² flat copper conductor submersible cable - 40 mtrs. (iii) 40 mm dia union socket - 1 No. (iv) 50 mm dia x 250 mm long CPVC nipple - 1 No. (v) 40 mm dia CPVC Elbow - 1 No. (vi) 40 mm dia M.S clamps - 2 Pairs. (vii) 40 mm dia x 250 mm long CPVC nipple - 1 No. (viii) Tubewell cap for 125 mm dia T/Well - 1 No. (ix) 40 mm x 50 mm dia reducer socket - 1 No. Nos 1.00 0.00

2 Supply, Installation , commissioning and testing of floor mounted outdoor type L.T feeder pillar single phase starter controll pannel operated on 220 V , 3 phase , 50 c/s for 1HP Submersible pump set made of MS sheet ( minimum 2 mm thick) duly spary power coated painting with following accessories . (i) Suitable single phase starter control panel for above motor of BCH/ L&T make - 1 No. Nos 1.00 0.00

3 Supplying and fitting 2.5 mm² copper service cable from power point nearest source up-to pumping station. M 20.00 0.00

Sub total (Installation of 1 HP Submersible motor pump) : Rs. 0.00

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 2.00 0.00

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 2.00 0.00

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 6.00 0.00

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 3.00 0.00

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 4.00 0.00

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 4.00 0.00

17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Metre 25.00 0.00

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 8.00 0.00

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

17.39 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 Each 9.00 0.00

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 8.00 0.00

17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 Each 8.00 0.00

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

17.60 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 4.00 0.00

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 16.00 0.00

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 Metre 6.00 0.00

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:

110mm Each 3.00 0.00

12.79.3.2 Single tee with door

110mm bend Each 3.00 0.00

12.79.6.2 Shoe plain

110mm Shoe Each 3.00 0.00

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. Each 4.00 0.00

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. Each 2.0 0.00

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. Each 2.00 0.00

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 0.00 0.00

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 4.00 0.00

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 1.00 0.00

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 0.00 0.00

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 4.00 0.00

Sub total ( SANITARY INSTALLATION) : Rs. 0.00

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

Item Code Description Unit Qty. Rate (Rs) Amount (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 10.80 0.00

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 2.70 0.00

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

2.27.1 Ali kinds of soil. cum 8.10 0.00

2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 0.72 0.00

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 1.92 0.00

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. sqm 4.80 0.00

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) sqm 5.33 0.00

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 0.00

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 23.40 0.00

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 0.00

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 1.90 0.00

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 2.08 0.00

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 1.75 0.00

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 0.00

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 4.80 0.00

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 kg 75 0.00

5.22.1F Mild steel 10 mm dia kg 15 0.00

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 2.00 0.00

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 4 0.00

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) p/1000 4077 0.00

Coarse Sand cum 4.26 0.00

Stone Chips cum 3.05 0.00

Local sand (1 km kutcha + 2 km pucca) cum 2.75 0.00

Diffrences cost of materials

Bricks 100A th 3949.00 0.00

Cement th 44.92 0.00

Sub total ( Septic tank ) : Rs. 0.00 0.00

TOTAL ( PHE WORKS ) Rs. 0.00

Construction of 2.5 M Length compound wall

1- 2.6 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item 'B')& disposal of excavated earth so obtained to a distance of upto 50 M and lift as mentioned below including leveling, ramming the foundation, removing roots of trees, shrubs all complete as per approved building specification & direction of E/I.

2- 2.28 Providing clean coarse sand filling in foundation trenches or in plinth including ramming & watering as per specification & direction of E/I including cost of materials taxes & royalty. cum 0.0984375 0.00

3- 11.73 Providing designation of 100A B/Edge/S joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I. sqm 1.3125 0.00

4- 4.1.5 Providing P.C.C.(1:3:6 ) with approved quality of stone metal grade III ( 50 mm to 25 mm size ) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cement concrete in mixer and placing in position, vibrating, striking curing taxes & royalty all complete as per specification & direction of E/I. cum 0.13125 0.00

5- 5.3 + 5.9.6 Providing R.C.C. M-150 in beams with approved quality of stone chips of 20mm to 6mm size graded clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cement concrete in mixer and placing in position, vibrating, striking curing taxes & royalty all complete as per specification & direction of E/I. (But excluding the cost of reinforcement) cum 0.1875 0.00

6- 5.22.1 B + 5.22.1 A Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

6 mm dia M.S. Rod Kgs. 5 0.00

TMT Bar TMTC-500-8 mm dia. Kgs. 10 0.00

4.3 P/L R.C.C M20

4.3.1 All work upto P.L

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.1/ 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 0.66 0.00

RCC Column EGL to PL

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.6/ 5.9.6 RCC Column above PL sqm 2.1 0.00

5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work upto plinth level.

4.3.3.1 /5.1.3 1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) cum 0.03675 0.00

RCC Column above PL

5.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work above plinth level.

5.2.2 1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) cum 0.2205 0.00

6- 5.22.1 B + 5.22.1 E Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

5.22.7A TMT Bar TMTC-500-8 mm dia. Kgs. 5.292 0.00

5.22.7B TMT Bar TMTC-500-12 mm dia. Kgs. 21.168 0.00

7- 6.1.14 A Providing designation 100 A brick work in C.M. (1:6) in foundation upto plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, racking out joints to 15 mm depth curing taxes & reality all complete as per specification & direction of E/I. cum 0.263 0.00

8- 4.11 Providing 50 mm thick D.P.C. at plinth level with M-150 cement concrete approved quality of stone chips of 20mm to 6mm size graded clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cemnet concrete in mixer with 5% cico and placing in position, vibrating, striking curing taxeas & royality all complete as per specification & direction of E/I. sqm 0.625 0.00

9- 6.1.14 A + 6.3 A Providing designation 100A brick work in C.M. (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, racking out joints to 15 mm depth curing taxes & reality all complete as per specification & direction of E/I. cum 0.616 0.00

10- 13.11.4 Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, a curing with all leads and lifts of water, scaffolding, taxes and royalty all compete as per building specification of E/I. sqm 8.578125 0.00

11- 13.46 A Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) sqm 8.578125 0.00

12- 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.

(a) Bricks (7 Km. Pucca & 1 Km. Kachha lead) Nos. 490 0.00

(b) Coarse Sand (45 Km. lead) M3 0.62 0.00

(c) Stone Chips (110 Km. lead) M3 0.21 0.00

(d) Local Sand (2 Km. Pucca & 1 Km. Kaccha lead) M3 0.180 0.00

Sub total ( 2.5 M compound wall ) : Rs. 0.00

Sub total ( Construction of 10 M Length compound wall ) : Rs. 0.00

SITE DEVELOPMENT (RAIN WATER HARVESTING)

1. Construction of new 125 mm x 40 mm dai x 10 meters deep Boring .

Part 'A' Cost of Materials

1 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 M 3 0.00

2 40mm dia best quality UPVC pipe confirming to IS:12818-1983/1992 M 3 0.00

3 40mm dia X 2 mtr long UPVC RIBEED Strainer confirming to IS:12818-1983/1992 Nos. 2 0.00

4 125 mm X 40 mm UPVC reducing socket (Heavy quality). No. 1 0.00

Part 'B' labour Cost

1 Boring by jet dheki by suitable cutter or reduce as the case may be lowering 125 mm U.P.V.C. X 40mm dia UPVC pipe & strainer of standard quality iron shoe, plug & shocked etc. all complete including providing all tools and plants required for the job as per specification and direction of the engineer in charge.

(a) For 125 mm dia U.P.V.C. pipe M 27.0 0.00

(b) For 40 mm dia UPVC Pipe M 3.5 0.00

Total Sub head -01 ( Construction of new 125 mm x 40 mm dai x 10 meters deep Boring ) = 0.00

2. Construction of soakpit of 1 meter dia and 2 meter deep for rain water harvesting

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

B 6.1.14B Brick work with bricks of class designation 100 B in foundation and plinth in

Cement mortar 1:6 (1 cement : 6 coarse sand)

Less for honey comb masonary

C 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having sloe up to 15, landing, balconies, shelves, chajjas, lintals, bands, plain windows sills, staircase and spiral stair cases up to floor five level excluding cost of centring, shuttering, finishing with cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)

D 5.22 7B Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

8 mm to 10mm dia T.M.T. bars

8 mm to 10mm dia T.M.T. bars Kg. 8 0.00

E providing brick bats 22 mm to 40 mm size for filling soak pit as per approved etc. all complete including carriage of brick bats.

F Carriage of materials.

(a) Bricks ( 7 Km. Pucca & 1 Km Kaccha lead) No. 319 0.00

(c) Coarse Sand ( 50 Km. lead) M3 0.40 0.00

(d) Stone Chips ( 200 Km. lead) M3 0.11 0.00

Sub head -2 ( Construction of soakpit of 1 meter dia and 2 meter deep for rain water harvesting )= 0.00

3. Construction of chamber of 1 meter x 2 meter x 1.5 meter deep for rain water Disposal

1/2.8 Earth work in excavation over areas (exceeding 1.5 in depth, 1.5m in width as well as 10 sqm in plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. cum 3.75 0.00

2.28 Supplying & filling in plinth with local sand under floors including watering, ramming consolidating and dressing complete. cum 0.375 0.00

2/11.72 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/l. cum 3.75 0.00

3/(SOR 4.1.3) Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering etc. all work up to plinth level.

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 0.3 0.00

4/ (SOR 6.1.14A) Brick work with bricks of class designation 100A in foundation and plinth in

Cement mortar 1:6 (1 cement : 6 coarse sand) cum 2.25 0.00

5/(SOR 13.17.1) 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of near cement sqm 11 0.00

Providing 12mm cement plaster (1:4)

out side with neat cement punning sqm 6.00 0.00

R.C.C. Cover slab(1:1.5:3)

7/(SOR 5.2.2) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work above plinth level.

1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) cum 0.28 0.00

S.O.R. No. 5.2.2 & 5.9.3 Centring and Shuttering sqm 5.60 0.00

S.O.R. No. 13.17.1 +13.36.1 C.P. (1:3) with 5% Cico & neat cement

Internal face = 2*(1*1.5)+2*(2*1.5) sqm

Bed surface =2*1 11.00 0.00

8mm dia T.S. Rod

Lifting Ring of 10mm dia Rod nos 4 0.00

Carriage of materials.

(a) Brick No. 1232 0.00

(b) Coarse sand M3 0.96 0.00

© Stone chips M3 0.27 0.00

(d) Local sand M3 0.38 0.00

Sub head -3 ( Construction of chamber of 1 meter x 2 meter x 1.5 meter deep for rain water Disposal = 0.00

4 .Construction of drain for rain water harvesting

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

Rectangular cum Trapezoidal Section, Width 250 mm x 350 mm Avg Deep (varying from 250 to 350 mm)

Statement of Analysis for 1 metre length of Drain

2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil Cum 0.12 0.00

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.

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

4.1 Providing and laying in position cement concrete of specified grade excluding 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)

4.1.5 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)

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)

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.

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) %No 172.00 0.00

coarse sand (lead -145 m) cum 0.43 0.00

stone chip (lead -345 m) cum 0.57 0.00

Local sand (1 km kutcha + 2 km pucca) cum 0.12 0.00

Carriage of material ( for 1 meter dain construction) Rs . = 0.00

TOTAL COST OF DRAIN PER METRE LENGTH = 0.00

Sub head - 04(TOTAL COST OF DRAIN 2 METRE LENGTH) = 0.00

Total cost for rain water harvesting (part-A + part - B + part - C + part - D ) = 0.00

Electrical Works

SOR Code. Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

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 22.00 0.00

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 18.00 0.00

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 12.00 0.00

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 56.00 0.00

1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 23.00 0.00

1.34 Supplying and fixing Batten/angale holder on the exisiting jucction box/pvc box including connection etc. as required. Each 19.00 0.00

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 29.00 0.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 25.00 0.00

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 22.00 0.00

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 19.00 0.00

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

1.38 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 2.00 0.00

2.31 Supplying and fixing modular type 25 amps A.C. unit box with ON/OFF MCB on surface or in recess complete with connections, testing and commissioning etc as required. Each 3.00 0.00

MR Supply , installation , testing and commissioning of AC unit (including installation charge ) With AC 5 KVA VOLTAGE STABLISER Each 1.00 0.00

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 6.00 0.00

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

2.9.4 4 way ( 4 + 12 ), double door, horizontal type Each 1.00 0.00

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 6.00 0.00

2.12.7 50/63 Amps, Tripole pole and neutral Each 3.00 0.00

5.9.3 Supplying and fixing single wall mounted 18/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. Each 8.00 0.00

6.1.34 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 15 watt LED lamp Each 8.00 0.00

5.11.7 Supplying and fixing Surface mounted 15/18 watt LED downlighter complete with integrated electronic driver & LED directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 4.00 0.00

5.14 Supplying and fixing 4' X 40 watt suspended type LED luminaire provides soft-light and glare free symmetrical illumination complete with all accessories etc. including ball and socket arrangement, 2 no. down rods of 20mm dia X 1.6 Each 4.00 0.00

5.12.6 Supplying and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 1.00 0.00

8.5 Supplying and fixing of 32 mm dia X 2.00 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 2.00 0.00

8.11.2 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. Each 5.00 0.00

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 5.00 0.00

8.11.4 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 1.00 0.00

8.10.2 Supplying and fixing wall/floor mounted cubical panel board, fabricated with 16 gauge iron sheet, suitable for panel mounted switch disconnector, including bus-bar chamber, insulator and painting etc. as required. (but without busbar copper strip) sqft 3.00 0.00

2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

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 1.00 0.00

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 50/63 Amps, Tripole pole and neutral Each 5.00 0.00

AR Supplying and fixing Copper strips 50x5mm sizefor busbar including inter connection etc as required per kg 9.00 0.00

8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 1.00 0.00

8.10.6 Supply and fixing digital Ammeter, three phase with C.T. coil in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 1.00 0.00

AR Supplying and fixing Pilot lamp for indication. each 2.00 0.00

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.

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. 10.00 0.00

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. 16.00 0.00

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 1.00 0.00

3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 19.00 0.00

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. each 1.00 0.00

2.1.5 63 Amp, TP&N

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. 15.00 0.00

3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 12.00 0.00

NS Telephonic conduit LS 0.00

Sub Total (Internal Electrical work ) Rs. 0.00

Fire Fighting Works

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

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

1./ NS ISI marked ( IS : 2878n) portable fire Extinguisher , carbon - dioxide type flat base including valve , discharge hose of not less than 10 mm dia . I1mlong & complete in all respects including initial fill with co2 gas confirming to IS : 307 - 1996 filled to a filling ratio of not more than 0.667 and wall suspension bracket .

M.R Capacity 4.5 kg Each 2 0.00

VII Fire Extinguishers

2 / NS " ABC " stored pressure type Dry chemical powder ( Mono - ammonium phosphate ) 6 kg fire extinguiher with fixed hangers , hose , brackets , screws to required size etc . Complete as per IS :14609

M. R Capacity 6 kg Each 2 0.00

Sub Total ( Fire fightening work ) Rs. 0.0

TOTAL ( CIVIL WORK ) Rs. 0.00

Add GST difference of (18%-12%)=6% as only 12% considered in BCD SoR'22 ( Use multiplication factor - 0.0536) . Rs . 0.00

GRAND TOTAL ( CIVIL WORK ) Rs . 0.00

ITEM WITH GST @ 18 %

SL. NO. ITEM UNIT NOS. Rate (Rs) AMOUNT

1 Executive Table Asent with ERU size ( w - 210 cm , D - 72.7 cm , h -76.5 cm ) Each 1 0.00

2 Executive Revolving chair Marvel high back Each 1 0.00

3 Executive visitor chair Each 12 0.00

4 Glass door storewell Each 2 0.00

5 coffee table glass top Each 1 0.00

6 computer table Each 1 0.00

7 Meeting table mingle 6 sheeting Each 1 0.00

8 Meeting chair Each 6 0.00

Sub Total (Total Furniture work ) Rs . 0.00

Supplying, installation , Testing & commissioning of Hybrid solar photo voltaic power generation system

S.N. Particulars Unit Quantity Rate Amount

Analysis to decide capacity of solar photo voltaic power generator system

Accourding to analysis of electricity consumption considering future extension also total unit of electricity consume per day in sub division office building = 60UNITS

Per month electricity consumption = 60 UNITS X 30DAYS = 1800 UNITS

Thumb rule in india ,Considering indian weather 1 KW Solar system is able to generate 4 units of electricity everyday. Hence total units generated by 1 kw solar system in a month of 30 days is 120 units ( 30 dayx 4 units per day )

Generally , total size of one solar panel is 335 watts

Total size of solar panel project =( 1800 / 120 ) =15 kw = 15000 watts

Total no of solar panel required =(15000/335) = 44.77 (says - 45 nos )

(One plate size generally 15.6 cm x 15.6 cm , no of cell almost 81 nos , factor used to calculate watt is 0.0175 )

Hybrid Solar PhotoVoltaic Power Generation System

1.0 Supply Installation , testing and commissioning of Grid Interective rooftop solar photo voltaic power generation system including space frame

Area required for installation of 15 kw hubrid solar power Generation = 976 sqft ( 90.76 sqm )

Providing and fixing Hybrid inverter ( 15 KVA - 240 DC -3 phase )

MC 4 connector ( 8 Pairs )

DC junction box ( 1 No )

AC junction box ( 1No )

DC cable (90 mtrs )

AC cable ( 40 mtrs )

All items with its fitting and fixing job 1 0.00

2.0 Supplying and installation 32 Amp 2 Pole Three Phase Change over switch. no 1 0.00

3.0 Provision of Net Energy Metering (NEM) system including all accessories. no 1 0.00

4.0 Lightening arrestor no 1 0.00

5.0 Supplying and installation of Solar pannel plate of capacity 335 Watts Solar panels each (45 nos x 335 W =15075 W ( Says - 15000 W ).Solar Accessories ( Fasteners , cable ties , crimping tools , Earthing kits , lighting tools ) Watt 15000 0.00

Sub Total (Hybrid Solar PhotoVoltaic Power Generation System ) Rs. 0.00

Supply Installation , testing and commissioning of LAN System

1.0 Lan system with full set camera (Supply Installation , testing and commissioning of LAN System comprising of core switchs &v12 switches with 10 G , 10 GIGA SFP MODULES , WIFI access.as per direction of engineer in charge . job 1.00 0.00

Sub Total (Supply Installation , testing and commissioning of LAN System ) Rs. 0.00

GRAND TOTAL = 0.00

PROJECT : PROPOSED CONSTRUCTION OF SUB-DIVISION OFFICE BUILDING AT SUB - DIVISIONAL BUILDING CAMPUS, BIRPUR (SUPAUL).

(Ground Floor Only)

Estimate of Cost

Items Covered Under BCD-SOR-2022, effective from 01.01.2022

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 232.50 314.90 73,214.25

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 152.90 123.90 18,944.31

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 157.30 287.30 45,192.29

Sub Total '1' (Earth Work) : Rs. 137,350.85

2.0 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 17.30 3998.10 69,167.13

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 0.00 57.16 0.00

Sub Total '2' (Concrete Work) : Rs. 69,167.13

3.0 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 62.50 211.60 13,225.00

3.1.3/ 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0.00 375.10 0.00

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 194.30 437.50 85,006.25

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 384.60 404.70 155,647.62

3.1.5/ 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 220.60 494.40 109,064.64

3.1.6/ 5.9.7 Stairs, (excluding landings) except spiral staircases. sqm 18.30 439.90 8,050.17

3.1.7/ 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. sqm 24.40 646.70 15,779.48

3.1.8/ 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 19.00 550.90 10,467.10

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

Under 20 cm wide Metre 67.40 130.20 8,775.48

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 65.90 5063.40 333,678.06

3.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 61.50 5863.20 360,586.80

Sub Total '3' (RCC Work) : Rs. 2,310,642.00

4 RCC WATER TANK

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.2/ 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. sqm 16 375.1 6001.6

4.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 0.392 437.5 171.5

4.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

4.3/ 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.

4.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 1.611 5863.2 9445.6152

2 Carriage of Materials

(ii) Coarse Sand (Lead - 145 Km) cum 2 3867.49 7734.98

(iii) Stone Chips (Lead - 325 km) cum 1 2205.95 2205.95

(iv) Local sand (1 km kutcha + 2 km pucca) cum 0 310.45 0

Sub part "4 " (construction of water tank ) ( Rs ):- : Rs. 43730.0044

5.0 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 78.60 4923.00 386,947.80

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 6.20 5116.30 31,721.06

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 46.80 842.20 39,414.96

4.2.2 125 mm th Brick work in C.M (1:4) cum 6.20 842.20 5,221.64

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 '5' (Brick Work) : Rs. 468,974.10

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 23.60 1775.30 41,897.08

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 12.00 78.40 940.80

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 9.00 60.80 547.20

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 23.60 401.40 9,473.04

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

9.1 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. Metre 40.00 139.70 5,588.00

9.1 Providing and fixing aluminium hanging floor door stopper, ISI markedanodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screws . All complete job

9.101.1 Single rubber stopper each 4.00 34.60 138.40

9.101.1 Twin rubber stopper each 4.00 80.00 320.00

Sub Total '6' (Wood Work) : Rs. 74,830.26

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 18.00 165.40 2,977.20

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. 249.10 114.60 28,546.86

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. 275.00 144.50 39,737.50

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. 0.00 121.90 0.00

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 '7' (Steel Work) Rs. 194,821.31

8.0 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 231.30 283.30 65,527.29

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 0.00 1638.80 0.00

7.3.2/ 11.41A.1.1 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) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

Double charge vitrified tile polished finish of size

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.

7.5/ 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 16.70 862.40 14,402.08

9.6/ 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 72.30 795.00 57,478.50

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 0.00 15.00 0.00

8.10/ 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. Metre 0.00 68.60 0.00

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 17.20 289.10 4,972.52

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 '8' (Flooring Work) : Rs. 366,027.56

9.0 Plaster & Finishing Works

8.1/ 13.11 12 mm cement plaster of mix

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

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

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 710.30 105.40 74,865.62

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 710.30 102.30 72,663.69

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 47.20 39.70 1,873.84

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 58.50 34.60 2,024.10

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 105.70 84.50 8,931.65

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 77.30 47.10 3,640.83

8.9/ 13.26 Neat Cement punning Sqm 79.00 40.50 3,199.50

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 289.40 137.00 39,647.80

Sub Total '9' (Finishing Works) : Rs. 354,833.50

9.0 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 0.00 480.60 0.00

22.20 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. 0.00

10.0 Miscellaneous works

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 35.10 436.60 15,324.66

10.2/ 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. Each 4.00 189.00 756.00

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 0.00 1355.40 0.00

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 0.00 697.40 0.00

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. 16,080.66

11.0 Carriage of Materials

(I) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 nos 50924.80 940.97 47,918.71

(ii) Coarse Sand (lead -180 km) cum 88.90 3867.49 343,819.86

(iii) Stone Chips (lead -325 km from Mirzachauki) cum 127.00 2205.95 280,155.65

(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 163.90 310.45 50,882.76

Extra Cost of Material

Sub Total '11' (Carriage of Materials): Rs. 735284.66

12.0 Difference in cost of Materials

(i) Cement bag 616.00 0.00 0.00

(ii) Bricks per 1000 nos 30784.00 0.00 0.00

Sub Total '12' (Difference in cost of Materials): Rs. 0.00

Total cost for civil works (Rs.) : Rs. 4771742.04

WATER SUPPLY WORKS

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

Exposed on walls

18.10.1 15mm dia G.I pipe Metre 18.00 227.70 4098.60

18.10.2 20mm dia G.I pipe Metre 12.00 289.50 3474.00

18.10.3 25mm dia G.I pipe Metre 8.00 399.90 3199.20

18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

18.11.1 15mm dia nominal bore Metre 18.00 318.90 5740.20

18.11.2 20mm dia nominal bore Metre 12.00 374.00 4488.00

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

18.16.1 15mm nominal bore Each 4.00 303.80 1215.20

18.16.2 20mm nominal bore Each 2.00 328.00 656.00

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

18.17.1 25mm nominal bore Each 2.00 532.60 1065.20

18.17.2 32mm nominal bore Each 1.00 589.90 589.90

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

18.19.2.1 32mm nominal bore

Horizontal Each 2.00 677.60 1355.20

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 4.00 85.20 340.80

18.22 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.

18.38 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

18.38.1 15 mm diameter pipe Metre 18.00 11.90 214.20

18.38.2 20 mm diamatre pipe Metre 12.00 13.90 166.80

18.38.3 25 mm diametre pipe Metre 8.00 18.40 147.20

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 4.00 158.80 635.20

18.46.2 20 mm nominal bore Each 4.00 185.60 742.40

18.46.3 25 mm nominal bore Each 2.00 265.90 531.80

18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 Each 4.00 434.20 1736.80

18.50 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 4.00 715.10 2860.40

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 4.00 708.40 2833.60

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 4.00 594.80 2379.20

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 4.00 500.40 2001.60

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 4.00 96.80 387.20

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 4.00 198.50 794.00

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 4.00 217.10 868.40

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 4.00 115.70 462.80

NS Installation of U.V . With media change . each 1.00 20000.00 20000.00

Sub total (Water Supply works) : Rs. 63364.10 0.00

Construction of 150MMX 100 MM X 90 M deep Gravel packed T/W

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)

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.

24.3.2 (a) 150 mm nominal size dia P/M 30.00 660.10 19803.00

24.3.1 100 mm nominal size dia P/M 30.00 546.10 16383.00

2B Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC (UPVC) medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.4.2 100 mm nominal size dia P/M 30.00 573.10 17193.00

3 Supplying fitting & fixing the following Fitting of approved make and specification at work site complete job.

24.13.2 (a) 100 mm center guide Nos. in each T/W Each 6.00 100.00 600.00

(a) 150mm center guide Nos. in each T/W Each 4.00 150.00 600.00

24.15.2 (b) 150 mm dia well plug Each 1.00 281.80 281.80

24.14.2 (c) 150 mm dia M.S. Clamp 1.6 M long (one Pair) Each 1.00 1531.40 1531.40

24.13.2 (d) 150 mm dia P.V.C. well cap Each 1.00 210.70 210.70

24.15.2 ( e ) 150 mmx 100 mm dia U. P.V.C reducer Each 1.00 500.00 500.00

4 24.8 Gravel packing in tubewell construction in accordance with IS:4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. P/M 3 6.50 1343.20 8730.80

4 Carriage of Pea Gravel from Dhalbhumigarh (taken av distance 400km.) Per M3 6.50 5774.88 37536.72

6 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. P / Hrs. 3.00 916.80 2750.40

7 Transportation of drilling plants, developing equipments & all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per S/D of E/I Each 1.00 9200.00 9200.00

8 Supplying all materials and labours for arrangement for additional water required during the drilling period for 70 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 1.00 7000.00 7000.00

Sub total ( Construction of 150MMX 100 MM X 90 M deep Gravel packed T/W) : Rs. 170340.32

Installation of 1 HP Submersible motor pump

1 Supply, Installation , commissioning and testing of single phase 1 H.P submersible pump set having dischargeing capacity 1.5 Lps at a total head of 35 meter (approx) of KSB/ Kirloskar or equivalent make with all accessories & fittings etc including loading unloading and transportion of the pump set to the work site with all required labour, materials , tools and tackles installation , testing & commissioning as per standards specifications and direction of E/I

(i) 40 mm dia x m mtrs long medium class CPVC column pipe bothend threaded and one end socketed - 6 Nos. (ii) 1x3x1.5 mm² flat copper conductor submersible cable - 40 mtrs. (iii) 40 mm dia union socket - 1 No. (iv) 50 mm dia x 250 mm long CPVC nipple - 1 No. (v) 40 mm dia CPVC Elbow - 1 No. (vi) 40 mm dia M.S clamps - 2 Pairs. (vii) 40 mm dia x 250 mm long CPVC nipple - 1 No. (viii) Tubewell cap for 125 mm dia T/Well - 1 No. (ix) 40 mm x 50 mm dia reducer socket - 1 No. Nos 1.00 12000.00 12000.00

2 Supply, Installation , commissioning and testing of floor mounted outdoor type L.T feeder pillar single phase starter controll pannel operated on 220 V , 3 phase , 50 c/s for 1HP Submersible pump set made of MS sheet ( minimum 2 mm thick) duly spary power coated painting with following accessories . (i) Suitable single phase starter control panel for above motor of BCH/ L&T make - 1 No. Nos 1.00 3000.00 3000.00

3 Supplying and fitting 2.5 mm² copper service cable from power point nearest source up-to pumping station. M 20.00 130.00 2600.00

Sub total (Installation of 1 HP Submersible motor pump) : Rs. 17600.00

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 2.00 2369.90 4739.80

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 2.00 1500.00 3000.00

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

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 3.00 1068.50 3205.50

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 4.00 713.30 2853.20

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 4.00 424.00 1696.00

17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Metre 25.00 1036.50 25912.50

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 8.00 178.50 1428.00

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

17.39 Providing and fixing plain bend of required degree

Sand cast iron S&S as per IS - 3989 Each 9.00 439.70 3957.30

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 8.00 731.40 5851.20

17.56 Providing and fixing terminal guard

Sand cast iron S&S as per IS - 3989 Each 8.00 439.70 3517.60

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

17.60 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 4.00 928.50 3714.00

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 16.00 46.10 737.60

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 Metre 6.00 257.50 1545.00

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

12.79.6.2 Shoe plain

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. Each 4.00 47.90 191.60

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. Each 2.0 4470.90 8941.80

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. Each 2.00 4230.00 8460.00

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 0.00 5231.50 0.00

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 4.00 146.30 585.20

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 1.00 6469.00 6469.00

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 0.00 9.70 0.00

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 4.00 204.70 818.80

Sub total ( SANITARY INSTALLATION) : Rs. 99622.53

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

Item Code Description Unit Qty. Rate (Rs) Amount (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 10.80 314.90 3,400.92

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 2.70 123.90 334.53

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

2.27.1 Ali kinds of soil. cum 8.10 49.40 400.14

2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 0.72 287.30 206.86

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 1.92 3998.10 7676.35

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. sqm 4.80 283.30 1359.84

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) sqm 5.33 4819.90 25690.07

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 3.36 599.30 2013.65

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 23.40 229.30 5365.62

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 5214.10 6569.77

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 1.90 5335.90 10138.21

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 2.08 211.60 440.13

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 1.75 404.70 708.23

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 494.70 0.00

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 4.80 437.50 2100.00

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 kg 75.00 94.50 7087.50

5.22.1F Mild steel 10 mm dia kg 15.00 92.60 1389.00

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 2.00 3164.60 6329.20

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 4.00 310.90 1243.60

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) p/1000 4077.00 940.97 3836.33

Coarse Sand cum 4.26 3867.49 16475.51

Stone Chips cum 3.05 2205.95 6728.15

Local sand (1 km kutcha + 2 km pucca) cum 2.75 310.45 853.74

Diffrences cost of materials 0.00

Sub total ( Septic tank ) : Rs. 116408.47 0.00

TOTAL ( PHE WORKS ) Rs. 467335.42

Construction of 2.5 M Length compound wall

1- 2.6 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item 'B')& disposal of excavated earth so obtained to a distance of upto 50 M and lift as mentioned below including leveling, ramming the foundation, removing roots of trees, shrubs all complete as per approved building specification & direction of E/I.

2- 2.28 Providing clean coarse sand filling in foundation trenches or in plinth including ramming & watering as per specification & direction of E/I including cost of materials taxes & royalty. cum 0.0984375 287.30 28.28

3- 11.73 Providing designation of 100A B/Edge/S joints filled with local sand including cost of watering, taxes & royalty all complete as per specification & direction of E/I. sqm 1.3125 444.8 583.8

4- 4.1.5 Providing P.C.C.(1:3:6 ) with approved quality of stone metal grade III ( 50 mm to 25 mm size ) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cement concrete in mixer and placing in position, vibrating, striking curing taxes & royalty all complete as per specification & direction of E/I. cum 0.13125 3434 450.7125

5- 5.3 + 5.9.6 Providing R.C.C. M-150 in beams with approved quality of stone chips of 20mm to 6mm size graded clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cement concrete in mixer and placing in position, vibrating, striking curing taxes & royalty all complete as per specification & direction of E/I. (But excluding the cost of reinforcement) cum 0.1875 5335.9 1000.48125

6- 5.22.1 B + 5.22.1 A Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

6 mm dia M.S. Rod Kgs. 5 96.7 483.5

TMT Bar TMTC-500-8 mm dia. Kgs. 10 94.5 945.00

4.3 P/L R.C.C M20

4.3.1 All work upto P.L

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.1/ 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 0.66 211.6 139.656

RCC Column EGL to PL

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.6/ 5.9.6 RCC Column above PL sqm 2.1 494.4 1038.24

5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work upto plinth level.

4.3.3.1 /5.1.3 1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) cum 0.03675 4688.3 172.295025

RCC Column above PL

5.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work above plinth level.

5.2.2 1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) cum 0.2205 5670 1250.235

6- 5.22.1 B + 5.22.1 E Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

5.22.7A TMT Bar TMTC-500-8 mm dia. Kgs. 5.292 94.5 500.094

5.22.7B TMT Bar TMTC-500-12 mm dia. Kgs. 21.168 90.8 1922.0544

7- 6.1.14 A Providing designation 100 A brick work in C.M. (1:6) in foundation upto plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, racking out joints to 15 mm depth curing taxes & reality all complete as per specification & direction of E/I. cum 0.263 4819.9 1267.6337

8- 4.11 Providing 50 mm thick D.P.C. at plinth level with M-150 cement concrete approved quality of stone chips of 20mm to 6mm size graded clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing, cemnet concrete in mixer with 5% cico and placing in position, vibrating, striking curing taxeas & royality all complete as per specification & direction of E/I. sqm 0.625 245.6 153.5

9- 6.1.14 A + 6.3 A Providing designation 100A brick work in C.M. (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, racking out joints to 15 mm depth curing taxes & reality all complete as per specification & direction of E/I. cum 0.616 842.2 518.7952

10- 13.11.4 Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, a curing with all leads and lifts of water, scaffolding, taxes and royalty all compete as per building specification of E/I. sqm 8.578125 141.5 1213.8046875

11- 13.46 A Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) sqm 8.578125 132.5 1136.6015625

12- 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.

(a) Bricks (7 Km. Pucca & 1 Km. Kachha lead) Nos. 490 1429.60 700.504

(b) Coarse Sand (45 Km. lead) M3 0.62 1015.10 629.362

(c) Stone Chips (110 Km. lead) M3 0.21 1690.70 355.047

(d) Local Sand (2 Km. Pucca & 1 Km. Kaccha lead) M3 0.180 407.10 73.278

Sub total ( 2.5 M compound wall ) : Rs. 14810.85917

Sub total ( Construction of 10 M Length compound wall ) : Rs. 59243.44

SITE DEVELOPMENT (RAIN WATER HARVESTING)

1. Construction of new 125 mm x 40 mm dai x 10 meters deep Boring .

Part 'A' Cost of Materials

1 125mm dia U.P.V.C. casing pipe confirming to IS:12818-1983/1992 M 3 427.00 1281.00

2 40mm dia best quality UPVC pipe confirming to IS:12818-1983/1992 M 3 80.00 240.00

3 40mm dia X 2 mtr long UPVC RIBEED Strainer confirming to IS:12818-1983/1992 Nos. 2 246.00 492.00

4 125 mm X 40 mm UPVC reducing socket (Heavy quality). No. 1 272.1 272.1

Part 'B' labour Cost

1 Boring by jet dheki by suitable cutter or reduce as the case may be lowering 125 mm U.P.V.C. X 40mm dia UPVC pipe & strainer of standard quality iron shoe, plug & shocked etc. all complete including providing all tools and plants required for the job as per specification and direction of the engineer in charge.

(a) For 125 mm dia U.P.V.C. pipe M 27.0 388.6 10492.20

(b) For 40 mm dia UPVC Pipe M 3.5 232.1 812.35

Total Sub head -01 ( Construction of new 125 mm x 40 mm dai x 10 meters deep Boring ) = 13589.65

2. Construction of soakpit of 1 meter dia and 2 meter deep for rain water harvesting

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

B 6.1.14B Brick work with bricks of class designation 100 B in foundation and plinth in

Cement mortar 1:6 (1 cement : 6 coarse sand)

Less for honey comb masonary

C 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having sloe up to 15, landing, balconies, shelves, chajjas, lintals, bands, plain windows sills, staircase and spiral stair cases up to floor five level excluding cost of centring, shuttering, finishing with cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)

D 5.22 7B Reinforcement for RCC work including stragihtening, cutting, bending & placing in position and binding all complete.

8 mm to 10mm dia T.M.T. bars

8 mm to 10mm dia T.M.T. bars Kg. 8 92.6 740.8

E providing brick bats 22 mm to 40 mm size for filling soak pit as per approved etc. all complete including carriage of brick bats.

F Carriage of materials.

(a) Bricks ( 7 Km. Pucca & 1 Km Kaccha lead) No. 319 1139.38 363.46222

(c) Coarse Sand ( 50 Km. lead) M3 0.40 1232.94 493.176

(d) Stone Chips ( 200 Km. lead) M3 0.11 4270.38 469.7418

Sub head -2 ( Construction of soakpit of 1 meter dia and 2 meter deep for rain water harvesting )= 8200.33

3. Construction of chamber of 1 meter x 2 meter x 1.5 meter deep for rain water Disposal

1/2.8 Earth work in excavation over areas (exceeding 1.5 in depth, 1.5m in width as well as 10 sqm in plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. cum 3.75 360.70 1352.625

2.28 Supplying & filling in plinth with local sand under floors including watering, ramming consolidating and dressing complete. cum 0.375 287.3 107.7375

2/11.72 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/l. cum 3.75 283.3 1062.375

3/(SOR 4.1.3) Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering etc. all work up to plinth level.

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 0.3 3998.1 1199.43

4/ (SOR 6.1.14A) Brick work with bricks of class designation 100A in foundation and plinth in

Cement mortar 1:6 (1 cement : 6 coarse sand) cum 2.25 4819.9 10844.775

5/(SOR 13.17.1) 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of near cement sqm 11 203.6 2239.60

Providing 12mm cement plaster (1:4)

out side with neat cement punning sqm 6.00 152.9 917.40

R.C.C. Cover slab(1:1.5:3)

7/(SOR 5.2.2) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement - All work above plinth level.

1:1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) cum 0.28 5670 1613.82

S.O.R. No. 5.2.2 & 5.9.3 Centring and Shuttering sqm 5.60 437.5 2450.00

S.O.R. No. 13.17.1 +13.36.1 C.P. (1:3) with 5% Cico & neat cement

Bed surface =2*1

8mm dia T.S. Rod

Lifting Ring of 10mm dia Rod nos 4 30 120

Carriage of materials.

Sub head -3 ( Construction of chamber of 1 meter x 2 meter x 1.5 meter deep for rain water Disposal = 29138.63

4 .Construction of drain for rain water harvesting

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

Rectangular cum Trapezoidal Section, Width 250 mm x 350 mm Avg Deep (varying from 250 to 350 mm)

Statement of Analysis for 1 metre length of Drain

2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil Cum 0.12 360.70 44.18575

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.

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

4.1 Providing and laying in position cement concrete of specified grade excluding 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)

4.1.5 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)

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)

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.

Carriage of Materials

Bricks (lead -1 km kutcha + 7 km pucca) %No 172.00 940.97 161.84684

coarse sand (lead -145 m) cum 0.43 3156.65 1357.3595

stone chip (lead -345 m) cum 0.57 2205.95 1257.3915

Local sand (1 km kutcha + 2 km pucca) cum 0.12 310.43 37.2516

Carriage of material ( for 1 meter dain construction) Rs . = 2813.85

TOTAL COST OF DRAIN PER METRE LENGTH = 5252.61

Sub head - 04(TOTAL COST OF DRAIN 2 METRE LENGTH) = 10505.22

Total cost for rain water harvesting (part-A + part - B + part - C + part - D ) = 61433.83

Electrical Works

SOR Code. Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

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.

1.31 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 18.00 362.00 6516.00

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 12.00 413.00 4956.00

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 56.00 200.00 11200.00

1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 23.00 42.00 966.00

1.34 Supplying and fixing Batten/angale holder on the exisiting jucction box/pvc box including connection etc. as required. Each 19.00 46.00 874.00

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 29.00 130.00 3770.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 25.00 161.00 4025.00

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 22.00 200.00 4400.00

1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 19.00 410.00 7790.00

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

1.38 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 2.00 219.00 438.00

2.31 Supplying and fixing modular type 25 amps A.C. unit box with ON/OFF MCB on surface or in recess complete with connections, testing and commissioning etc as required. Each 3.00 594.00 1782.00

MR Supply , installation , testing and commissioning of AC unit (including installation charge ) With AC 5 KVA VOLTAGE STABLISER Each 1.00 60286.25 60286.25

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 6.00 1235.00 7410.00

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

2.9.4 4 way ( 4 + 12 ), double door, horizontal type Each 1.00 2388.00 2388.00

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 6.00 192.00 1152.00

2.12.7 50/63 Amps, Tripole pole and neutral Each 3.00 1635.00 4905.00

5.9.3 Supplying and fixing single wall mounted 18/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connections with 1.5 sq.mm FR PVC insulated copper conductor and earthing the body etc. as required. Each 8.00 684.00 5472.00

6.1.34 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 15 watt LED lamp Each 8.00 302.00 2416.00

5.11.7 Supplying and fixing Surface mounted 15/18 watt LED downlighter complete with integrated electronic driver & LED directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 4.00 1380.00 5520.00

5.14 Supplying and fixing 4' X 40 watt suspended type LED luminaire provides soft-light and glare free symmetrical illumination complete with all accessories etc. including ball and socket arrangement, 2 no. down rods of 20mm dia X 1.6 Each 4.00 4949.00 19796.00

5.12.6 Supplying and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 1.00 8437.00 8437.00

8.5 Supplying and fixing of 32 mm dia X 2.00 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 2.00 1002.00 2004.00

8.11.2 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. Each 5.00 1618.00 8090.00

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 5.00 359.00 1795.00

8.11.4 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 1.00 1483.00 1483.00

8.10.2 Supplying and fixing wall/floor mounted cubical panel board, fabricated with 16 gauge iron sheet, suitable for panel mounted switch disconnector, including bus-bar chamber, insulator and painting etc. as required. (but without busbar copper strip) sqft 3.00 1382.00 4146.00

2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

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 1.00 9463.00 9463.00

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 50/63 Amps, Tripole pole and neutral Each 5.00 1635.00 8175.00

AR Supplying and fixing Copper strips 50x5mm sizefor busbar including inter connection etc as required per kg 9.00 776.00 6984.00

8.10.4 Supply and fixing digital voltmeter, three phase in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 1.00 1337.00 1337.00

8.10.6 Supply and fixing digital Ammeter, three phase with C.T. coil in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. each 1.00 1643.00 1643.00

AR Supplying and fixing Pilot lamp for indication. each 2.00 121.00 242.00

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.

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

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. 16.00 157.00 2512.00

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 1.00 12831.00 12831.00

3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 19.00 116.00 2204.00

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. each 1.00 3752.00 3752.00

2.1.5 63 Amp, TP&N

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

3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 12.00 116.00 1392.00

NS Telephonic conduit LS 9924.21

Sub Total (Internal Electrical work ) Rs. 301580.46

Fire Fighting Works

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

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

1./ NS ISI marked ( IS : 2878n) portable fire Extinguisher , carbon - dioxide type flat base including valve , discharge hose of not less than 10 mm dia . I1mlong & complete in all respects including initial fill with co2 gas confirming to IS : 307 - 1996 filled to a filling ratio of not more than 0.667 and wall suspension bracket .

M.R Capacity 4.5 kg Each 2 7500.00 15000

VII Fire Extinguishers

2 / NS " ABC " stored pressure type Dry chemical powder ( Mono - ammonium phosphate ) 6 kg fire extinguiher with fixed hangers , hose , brackets , screws to required size etc . Complete as per IS :14609

M. R Capacity 6 kg Each 2 2200.00 4400

Sub Total ( Fire fightening work ) Rs. 19400.0

TOTAL ( CIVIL WORK ) Rs. 5680735.18

Add GST difference of (18%-12%)=6% as only 12% considered in BCD SoR'22 ( Use multiplication factor - 0.0536) . Rs . 304487.41

GRAND TOTAL ( CIVIL WORK ) Rs . 5985222.59

ITEM WITH GST @ 18 %

SL. NO. ITEM UNIT NOS. Rate (Rs) AMOUNT

1 Executive Table Asent with ERU size ( w - 210 cm , D - 72.7 cm , h -76.5 cm ) Each 1 61364.00 61364.00

2 Executive Revolving chair Marvel high back Each 1 25305.00 25305.00

3 Executive visitor chair Each 12 8959.00 107508.00

4 Glass door storewell Each 2 36680.00 73360.00

5 coffee table glass top Each 1 19629.00 19629.00

6 computer table Each 1 12732.00 12732.00

7 Meeting table mingle 6 sheeting Each 1 45422.00 45422.00

8 Meeting chair Each 6 11831.00 70986.00

Sub Total (Total Furniture work ) Rs . 416306.00

Supplying, installation , Testing & commissioning of Hybrid solar photo voltaic power generation system

S.N. Particulars Unit Quantity Rate Amount

Analysis to decide capacity of solar photo voltaic power generator system

Accourding to analysis of electricity consumption considering future extension also total unit of electricity consume per day in sub division office building = 60UNITS

Per month electricity consumption = 60 UNITS X 30DAYS = 1800 UNITS

Thumb rule in india ,Considering indian weather 1 KW Solar system is able to generate 4 units of electricity everyday. Hence total units generated by 1 kw solar system in a month of 30 days is 120 units ( 30 dayx 4 units per day )

Generally , total size of one solar panel is 335 watts

Total size of solar panel project =( 1800 / 120 ) =15 kw = 15000 watts

Total no of solar panel required =(15000/335) = 44.77 (says - 45 nos )

(One plate size generally 15.6 cm x 15.6 cm , no of cell almost 81 nos , factor used to calculate watt is 0.0175 )

Hybrid Solar PhotoVoltaic Power Generation System

1.0 Supply Installation , testing and commissioning of Grid Interective rooftop solar photo voltaic power generation system including space frame

Area required for installation of 15 kw hubrid solar power Generation = 976 sqft ( 90.76 sqm )

Providing and fixing Hybrid inverter ( 15 KVA - 240 DC -3 phase )

MC 4 connector ( 8 Pairs )

DC junction box ( 1 No )

AC junction box ( 1No )

DC cable (90 mtrs )

AC cable ( 40 mtrs )

All items with its fitting and fixing job 1 176444.00 176444.00

2.0 Supplying and installation 32 Amp 2 Pole Three Phase Change over switch. no 1 8985.00 8985.00

3.0 Provision of Net Energy Metering (NEM) system including all accessories. no 1 22253.00 22253.00

4.0 Lightening arrestor no 1 9924.20 9924.20

5.0 Supplying and installation of Solar pannel plate of capacity 335 Watts Solar panels each (45 nos x 335 W =15075 W ( Says - 15000 W ).Solar Accessories ( Fasteners , cable ties , crimping tools , Earthing kits , lighting tools ) Watt 15000 39.30 589500.00

Sub Total (Hybrid Solar PhotoVoltaic Power Generation System ) Rs. 807106.20

Supply Installation , testing and commissioning of LAN System

1.0 Lan system with full set camera (Supply Installation , testing and commissioning of LAN System comprising of core switchs &v12 switches with 10 G , 10 GIGA SFP MODULES , WIFI access.as per direction of engineer in charge . job 1.00 82365.21 82365.21

Sub Total (Supply Installation , testing and commissioning of LAN System ) Rs. 82365.21

total work 7291000.00

PROJECT : Construction of A.E Murliganj office Under P. H. Division, Madhepura

Date of Tender :- 14.05.2026

Estimated Cost:- 7224600.00

Earnest Money :- 144500.00

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.)

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 232.50 314.90 73,214.25

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 152.90 123.90 18,944.31

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 157.30 287.30 45,192.29

Sub Total '1' (Earth Work) : Rs. 137,350.85

2.0 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 17.30 3998.10 69,167.13

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 0.00 57.16 0.00

Sub Total '2' (Concrete Work) : Rs. 69,167.13

3.0 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 62.50 211.60 13,225.00

3.1.3/ 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 0.00 375.10 0.00

3.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 194.30 437.50 85,006.25

3.1.4/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 384.60 404.70 155,647.62

3.1.5/ 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 220.60 494.40 109,064.64

3.1.6/ 5.9.7 Stairs, (excluding landings) except spiral staircases. sqm 18.30 439.90 8,050.17

3.1.7/ 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. sqm 24.40 646.70 15,779.48

3.1.8/ 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 19.00 550.90 10,467.10

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

Under 20 cm wide Metre 67.40 130.20 8,775.48

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 65.90 5063.40 333,678.06

3.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 61.50 5863.20 360,586.80

Sub Total '3' (RCC Work) : Rs. 2,247,610.50

4 RCC WATER TANK

4.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

4.1.2/ 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. sqm 16 375.1 6001.6

4.1.3/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 0.392 437.5 171.5

4.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

4.3/ 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.

4.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 1.611 5863.2 9445.6152

2 Carriage of Materials

(ii) Coarse Sand (Lead - 145 Km) cum 2 3867.49 7734.98

(iii) Stone Chips (Lead - 325 km) cum 1 2205.95 2205.95

(iv) Local sand (1 km kutcha + 2 km pucca) cum 0 310.45 0

Sub part "4 " (construction of water tank ) ( Rs ):- : Rs. 43730.0044

5.0 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 78.60 4923.00 386,947.80

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 6.20 5116.30 31,721.06

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 46.80 842.20 39,414.96

4.2.2 125 mm th Brick work in C.M (1:4) cum 6.20 842.20 5,221.64

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 '5' (Brick Work) : Rs. 468,974.10

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 23.60 1775.30 41,897.08

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 12.00 78.40 940.80

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 9.00 60.80 547.20

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 23.60 401.40 9,473.04

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

9.1 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. Metre 40.00 139.70 5,588.00

9.1 Providing and fixing aluminium hanging floor door stopper, ISI markedanodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screws . All complete job

9.101.1 Single rubber stopper each 4.00 34.60 138.40

9.101.1 Twin rubber stopper each 4.00 80.00 320.00

Sub Total '6' (Wood Work) : Rs. 74,830.26

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 18.00 165.40 2,977.20

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. 249.10 114.60 28,546.86

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. 275.00 144.50 39,737.50

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. 0.00 121.90 0.00

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 '7' (Steel Work) Rs. 194,821.31

8.0 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 231.30 283.30 65,527.29

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 0.00 1638.80 0.00

7.3.2/ 11.41A.1.1 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) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

Double charge vitrified tile polished finish of size

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.

7.5/ 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 16.70 862.40 14,402.08

9.6/ 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 72.30 795.00 57,478.50

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 0.00 15.00 0.00

8.10/ 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. Metre 0.00 68.60 0.00

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 17.20 289.10 4,972.52

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 '8' (Flooring Work) : Rs. 366,027.56

9.0 Plaster & Finishing Works

8.1/ 13.11 12 mm cement plaster of mix

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

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

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 710.30 105.40 74,865.62

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 710.30 102.30 72,663.69

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 47.20 39.70 1,873.84

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 58.50 34.60 2,024.10

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 105.70 84.50 8,931.65

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 77.30 47.10 3,640.83

8.9/ 13.26 Neat Cement punning Sqm 79.00 40.50 3,199.50

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 289.40 137.00 39,647.80

Sub Total '9' (Finishing Works) : Rs. 354,833.50

9.0 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 0.00 480.60 0.00

22.20 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. 0.00

10.0 Miscellaneous works

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 35.10 436.60 15,324.66

10.2/ 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. Each 4.00 189.00 756.00

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 0.00 1355.40 0.00

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 0.00 697.40 0.00

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. 16,080.66

11.0 Carriage of Materials

(I) Bricks (lead - 1 km kutcha + 7 km pucca) per 1000 nos 50924.80 940.97 47,918.71

(ii) Coarse Sand (lead -180 km) cum 88.90 3867.49 343,819.86

(iii) Stone Chips (lead -325 km from Mirzachauki) cum 127.00 2205.95 280,155.65

(iv) Local sand ( 1 km kutcha + 2 km pucca) cum 163.90 310.45 50,882.76

Extra Cost of Material

Sub Total '11' (Carriage of Materials): Rs. 735284.66

12.0 Difference in cost of Materials

(i) Cement bag 616.00 0.00 0.00

(ii) Bricks per 1000 nos 30784.00 0.00 0.00

Sub Total '12' (Difference in cost of Materials): Rs. 0.00

Total cost for civil works (Rs.) : Rs. 4708710.54

WATER SUPPLY WORKS

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

Exposed on walls

18.10.1 15mm dia G.I pipe Metre 18.00 227.70 4098.60

18.10.2 20mm dia G.I pipe Metre 12.00 289.50 3474.00

18.10.3 25mm dia G.I pipe Metre 8.00 399.90 3199.20

18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :

18.11.1 15mm dia nominal bore Metre 18.00 318.90 5740.20

18.11.2 20mm dia nominal bore Metre 12.00 374.00 4488.00

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

18.16.1 15mm nominal bore Each 4.00 303.80 1215.20

18.16.2 20mm nominal bore Each 2.00 328.00 656.00

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

18.17.1 25mm nominal bore Each 2.00 532.60 1065.20

18.17.2 32mm nominal bore Each 1.00 589.90 589.90

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

18.19.2.1 32mm nominal bore

Horizontal Each 2.00 677.60 1355.20

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 4.00 85.20 340.80

18.22 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.

18.38 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

18.38.1 15 mm diameter pipe Metre 18.00 11.90 214.20

18.38.2 20 mm diamatre pipe Metre 12.00 13.90 166.80

18.38.3 25 mm diametre pipe Metre 8.00 18.40 147.20

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 4.00 158.80 635.20

18.46.2 20 mm nominal bore Each 4.00 185.60 742.40

18.46.3 25 mm nominal bore Each 2.00 265.90 531.80

18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 Each 4.00 434.20 1736.80

18.50 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 4.00 715.10 2860.40

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 4.00 708.40 2833.60

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 4.00 594.80 2379.20

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 4.00 500.40 2001.60

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 4.00 96.80 387.20

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 4.00 198.50 794.00

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 4.00 217.10 868.40

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 4.00 115.70 462.80

NS Installation of U.V . With media change . each 1.00 20000.00 20000.00

Sub total (Water Supply works) : Rs. 63364.10 0.00

Construction of 150MMX 100 MM X 90 M deep Gravel packed T/W

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)

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.

24.3.2 (a) 150 mm nominal size dia P/M 30.00 660.10 19803.00

24.3.1 100 mm nominal size dia P/M 30.00 546.10 16383.00

2B Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC (UPVC) medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.4.2 100 mm nominal size dia P/M 30.00 573.10 17193.00

3 Supplying fitting & fixing the following Fitting of approved make and specification at work site complete job.

24.13.2 (a) 100 mm center guide Nos. in each T/W Each 6.00 100.00 600.00

(a) 150mm center guide Nos. in each T/W Each 4.00 150.00 600.00

24.15.2 (b) 150 mm dia well plug Each 1.00 281.80 281.80

24.14.2 (c) 150 mm dia M.S. Clamp 1.6 M long (one Pair) Each 1.00 1531.40 1531.40

24.13.2 (d) 150 mm dia P.V.C. well cap Each 1.00 210.70 210.70

24.15.2 ( e ) 150 mmx 100 mm dia U. P.V.C reducer Each 1.00 500.00 500.00

4 24.8 Gravel packing in tubewell construction in accordance with IS:4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. P/M 3 6.50 1343.20 8730.80

4 Carriage of Pea Gravel from Dhalbhumigarh (taken av distance 400km.) Per M3 6.5 5774.88 37536.72

6 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. P / Hrs. 3.00 916.80 2750.40

7 Transportation of drilling plants, developing equipments & all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per S/D of E/I Each 1.00 9200.00 9200.00

8 Supplying all materials and labours for arrangement for additional water required during the drilling period for 70 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 1.00 7000.00 7000.00

Sub total ( Construction of 150MMX 100 MM X 90 M deep Gravel packed T/W) : Rs. 170340.32

Installation of 1 HP Submersible motor pump

1 Supply, Installation , commissioning and testing of single phase 1 H.P submersible pump set having dischargeing capacity 1.5 Lps at a total head of 35 meter (approx) of KSB/ Kirloskar or equivalent make with all accessories & fittings etc including loading unloading and transportion of the pump set to the work site with all required labour, materials , tools and tackles installation , testing & commissioning as per standards specifications and direction of E/I

(i) 40 mm dia x m mtrs long medium class CPVC column pipe bothend threaded and one end socketed - 6 Nos. (ii) 1x3x1.5 mm² flat copper conductor submersible cable - 40 mtrs. (iii) 40 mm dia union socket - 1 No. (iv) 50 mm dia x 250 mm long CPVC nipple - 1 No. (v) 40 mm dia CPVC Elbow - 1 No. (vi) 40 mm dia M.S clamps - 2 Pairs. (vii) 40 mm dia x 250 mm long CPVC nipple - 1 No. (viii) Tubewell cap for 125 mm dia T/Well - 1 No. (ix) 40 mm x 50 mm dia reducer socket - 1 No. Nos 1.00 12000.00 12000.00

2 Supply, Installation , commissioning and testing of floor mounted outdoor type L.T feeder pillar single phase starter controll pannel operated on 220 V , 3 phase , 50 c/s for 1HP Submersible pump set made of MS sheet ( minimum 2 mm thick) duly spary power coated painting with following accessories . (i) Suitable single phase starter control panel for above motor of BCH/ L&T make - 1 No. Nos 1.00 3000.00 3000.00

3 Supplying and fitting 2.5 mm² copper service cable from power point nearest source up-to pumping station. M 20.00 130.00 2600.00

Sub total (Installation of 1 HP Submersible motor pump) : Rs. 17600.00

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 2.00 2369.90 4739.80

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 2.00 1500.00 3000.00

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