Construction of 2 (Two) Nos. Panchayat Sarkar Bhawan at Kailgarh-Dakshin and Sadarpur Panchayat in Barharia Block in District- Siwan Tender Id 132414

TECHNICAL BID EVALUATION SHEET

BUILDING CONSTRUCTION DEPARTMENT

NAME OF WORK :- Construction of 02 (Two) Nos Panchayat Sarkar Bhawan at kailgarh Dakshin and Sadarpur Panchayat in Barharia Block in District-Siwan

SL.NO. PARTICULARS LAID DOWN CRITERIA AS PER NIT CONDITION FULL MARKS EVALUATION CRITERIA BIDDER

A Name and address of agency

B Registration no. & department Agency must be registered with Govt./State Govt./Undertakings Mandatory Agency must be registered otherwise bid will be rejected

C Sale tax/VAT/GST clearance of Govt. of Bihar Must possess sales tax/VAT registration & up to date clearance certificate Mandatory ---do------

D Income Tax clearance Must quote PAN No. Mandatory ---do------

E Earnest Money In the form as specified in N.I.T and required amount. Mandatory ---do------

F Character Certificate Must Posses Character Certificate. Mandatory ---do------

G Electrical Registration In the form as specified in N.I.T and required amount. Mandatory ---do------

Note:-The bidders should necessarily be Responsive on above mentioned Seven counts A to G. The bidders found Non-Responsive in any one of the above mentioned Seven counts will not be considered for further markings & their Bid will be rejected.

MARKING DETAILS

SL.NO. PARTICULARS LAID DOWN CRITERIA AS PER NIT CONDITION EVALUATION CRITERIA

FULL MARKS Desired distribution

1 Average annual financial turn over of last three years (AATO may be indexed as per norms of bidding documents) Submit A.T.O of Chartered account ant for last three years 30 i) AATO equal to or above BOQ amount--30

ii) AATO equal to or above 70%of BOQ amount--20

iii) AATO equal to or above 50% but below 70% of BOQ amount--15

iv) AATO equal to or above 40% but below 50% of BOQ amount--10

v) AATO equal to or above 25% but below 40% of BOQ amount--5

vi) AATO below 25% of BOQ amount--Nil

Average A.T.O.after indexation

2 Experience of doing work of similar nature Must submit details of work done duly certified by the concerned E.E 20 i)If executed single work of similar nature equal to 50% of BOQ amount-20

ii)If executed single work of similar nature equal to 40% of BOQ Amount----15

iii)If executed single work of similar nature equal to 25% of BOQ Amount----10

iv)If executed single work of similar nature below 25% of BOQ Amount----nil

3 Details of Engineering setup for successful completion of work Must submit details Engg. Setup with individual affidavit of engineers. 10 i)Engg.setup with one-Deg.holder+one Diploma holder+suff.. staff--10

ii)Engg.setup with1-Deg.holder/one Diploma holder+suff. staff--5

4 Plant and equipment for successful completion of work i)Automaticbatching plant with all equipment. (ii)Conc.mixer with weighing facility. (iii)Steelshuttering & centering more than 2000sft. (iv)Vibrator & water tanker. 10 i)Atomatic Batching plant with all equipment---10

(ii)Concrete mixer with weighing facility---04

(iii)Steel shuttering and centering more than 2000sft--04

(iv)Vibrator------01

(v)water tanker----01

5 Details of financial availability through bank or self Bank certificate of extending credit facility up to 10% of BOQ amount 10 i)credit facility certificate given by Indian Bank upto 10%of BOQ amount-----05

(ii)Self declaration----05

(iii)No Self declaration----00

6 Necessary undertakings Agency should furnish the following undertakings. (i)Not abandoned project. (ii)No litigation. (iii)No relation. 5 (i)Not abandoned any project--03

(ii)No litigation--01

(iii)No relation---01

(iv)Not submitted any certificate---00

7 Bidding capacity BC=AxNx2-B A=Max.ATO after indexation. B=value of work in hands(Existing commitment) N=Time of completion Attach bidding statements with details 10 i)BC more than or equal to BOQ amount--10

iI)BC more than or equal to 70%but below BOQ amount--5

iI)BC more than or equal to 50%but below 70% of BOQ amount--3

iii)BC below 50% of BOQ amount----nil

8 Timely completion of project Attach certificate of the concern E.E 5 i)If three or more than three projects executed in stipulated time during last five year--05

i)If less than three projects executed in stipulated time during last five year--03

i)If no projects executed in stipulated time during last five year--00

Note:- (i) Minimum qualifying marks = 50/100 for project b/w 40lakhs to 200lakhs

Construction of 02 (Two) Nos Panchayat Sarkar Bhawan at kailgarh Dakshin and Sadarpur Panchayat in Barharia Block in District-Siwan

AMOUNT OF B.O.Q Rs :- 5,26,31,918

EARNEST OF B.O.Q Rs. :- 10,52,700.00

COST OF B.O.Q Rs. :- 10000

NIT & Group No - 01ETBCDSIWAN2026-27,

TIME OF COMPLETION 12 MONTHS.

Sl. No. ITEM CODE DESCRIPTION OF ITEMS MAIN BUILDING QTY RESIDENTIAL BLOK QTY WATER SUPPLY QTY R.W.H Earth Filling FIRE FIGHITING QTY QTY FOR 1 PSB TOTAL QTY RATE UNIT AMOUNT OF 1 No PSB AMOUNT

1 2.6.1 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. All kinds of soil 831 83.98 314.9 M³

2 2.4 Filing Earthwork in Approach road and Entrance and flanke without rolling with power roller 215.62 218.5 M³

3 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. 504 58.918 123.9 M³

4 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 1873 0.999 1.37 287.3 M³

5 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4 ( 1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) 96.43 0.000 1.37 3998.1 M³

6 6.1.14 Brick work with bricks of class designation 100A in foundations and plinth in :

(i) 6.1.14A Cement mortar 1:6 ( 1 cement: 6 coarse sand) 3.4148 4819.9 M³

(ii) 6.1.12A Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 5.45627 5017.9 M³

7 5.1.2 Providing and laying in position specified grade of reinforced cementconcrete excluding the cost of centring,shuttering,finishing andreinforcement-All work puto plinth level. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate20 mm nominal size) 4688.3 M³

8 4.12 Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures. 500 73 57.16 Kg.

9 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

(i) 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. 244 25.56 211.6 M²

(ii) 5.9.3 Suspended floors, roofs, landings, balconies and access platform 662 56 437.5 M²

(iii) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 801 98 404.7 M²

(iv) 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts 551 102 494.4 M²

(v) 5.9.7 Stairs, (excluding landings) except spiral staircases. 8.64 439.9 M²

(vi) 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. 21 2 646.7 M²

(vii) 5.9.19 Wheather shade, Chajja, corbels etc., including edges. 21.6 3 550.9 M²

(viii) 5.9.16.1 Edges of slabs and breaks in floors and walls : under 20 cm wide 191 30 130.2 Mtr.

10 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

11 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 celerate,reinforcement,durability as per direction of Engineer-incharge. all work upto plinth

(i) 5.33.1 All work upto plinth levelConcrete of M-25 grade with minimum cement content of 330 kg/cum 262 0.999 5063.4 M³

(ii) 5.33.2 All work from plinth level upto floor V level.Concrete of M-25 grade with minimum cement content of 330 kg/cum 210.5 19 5863.2 M³

12 6.1c Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth and superstructure

(i) 6.1.14c Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm and 125 mm th Brick work in superstructure 262 39 4923 M³

(ii) 6.1.12c Cement mortar 1 : 4 (1 cement : 4 coarse sand)- th Brick work and upto plinth 85.2328 0.999 5116.3 M³

13 6.3c Extra for Brick work in superstructure above plinth level upto floor II cum 262 39 842.2 M³

14 9.21.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-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:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 69 11 1775.3 M²

15 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:

16 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:

17 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. 30 5 78.4 Each

18 9.100.1 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: 125 mm. 60 10 57.1 Each

19 9.101.2 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.Twin rubber stopper 30 5 60.8 Each

20 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) 69 11 401.4 M²

21 9.40.1.2 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete: 2nd class teak wood. 50 x 20 mm 130 21 184.6 Mtr.

22 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. 77.4 11 3038.9 M²

23 10.15.2 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: Profile C Fixing with adjustable lugs with split end tail to each jamb. 130 21 432.6 Mtr.

24 10.18 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. 66 4 165.4 Each

25 10.32.2 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. In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. 857 94 114.6 Kg.

26 9.48.1 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. Fixed to steel windows by welding. 1354 198 144.5 Kg.

27 10.33.1 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer. MS tube (medium) 40 mm nominal dia 162 19 121.9 Kg.

28 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 0.999 6303.4 M²

29 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. 1143 90 8 283.3 M²

30 11.73 Providing designation 100 A one brick edge soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. 140 444.8 M²

31 11.41.2 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. Size of Tile 600x600 mm 332 0.999 1638.8 Mtr.

32 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be 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. Size of Tile 600 x 600 mm. 24 0.999 1191.8 M²

33 11.26.1 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 ) 20 to 25 mm thick 0.399 0.999 1252.7 M²

34 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm 23 0.000 1334.9 M²

35 11.37 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 as 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 cement and matching pigment etc., complete 25 6.72 686.8 M²

36 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. 93 0.000 795 M²

37 11.20.2 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand). Medium shade using 50% white cement 50% grey cement 0.9 953.1 M²

38 13.11.4 Providing 12 mm cement plaster of mix. 1:6 (1 cement : 6 coarse sand) 1280 114 141.5 M²

39 13.17.1 Providing 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a. floating coat of neat cement 99.85 41.155 203.6 M²

40 13.12.4 Providing 15 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) 1547 132 162.8 M²

41 13.24.2 6 mm cement plaster to ceiling of mix.1:4 (1 cement : 4 coarse sand) 620 0.000 125.6 M²

42 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. 3447 0.199 105.4 M²

43 13.77.2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including priming coat with cement primer. 1900 0.199 102.3 M²

44 13.81.1 Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood) 138 11 39.7 M²

45 13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 157 22 34.6 M²

46 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.Two or more coats on new work 295 33 84.5 M²

47 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. 301 30 47.1 Mtr.

48 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : 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) 1547 132 137 M²

49 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions 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 conforming tc IS 2645 in recommended proportions. (ii) 2nd course of 20 mm cement plaster 1:3 (1 cement:3 coarse sand)mixed with water proofing compound in recommended proportion, (iii) 3rd course of applying blown or/residual bitumen aplied hot at 1.7 kg. per sqm of area, (iv) 4th course of 400 micron thick PVC sheet.(Overlaps at joints of PVC shet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqni). 49 480.6 M²

50 22.14.1 Grading roof for water proofing treatment. Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 6 0.999 3990.3 M³

51 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including inishing the top smooth. 81 30 436.6 M³

52 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. 12 4 189.4 Each

53 2.37.1.1 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) :Along external wall where the apron is not provided using chemical imulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete. With chlorpyriphos / Lindane E.C. 20% with 1% concentration. 135 30 39.9 Mtr.

54 2.37.2.1 Along the external wall below concrete or masonary apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/ Lindane E.C. 20% with 1% Concentration. 135 30 49.1 Mtr.

55 2.37.3.1 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand ) to match the existing floor. With chlorpyriphos / Lindane E.C. 20% with 1% concentration. 535 56 241.2 M²

56 2.29.1 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 170.96 90.005 1355.4 Per 100M²

57 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 170.96 90.005 697.4 Per 100M²

58 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

(i) 18.7.1 15mm nominal outer dia pipe 75 172 Metre

(ii) 18.7.2 20mm nominal outer dia pipe 56 233.9 Metre

(iii) 18.7.3 25mm nominal outer dia pipe 75 317.3 Metre

(iv) 18.7.4 32mm nominal outer dia pipe 84 395.2 Metre

(v) 18.7.5 40mm nominal outer dia pipe 42 538.4 Metre

59 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

(i) 18.8.1 15mm nominal outer dia Pipes 85 278.2 Metre

(ii) 18.8.2 20mm nominal outer dia Pipes 50 350.8 Metre

60 18.16 Providing and fixing brass stop cock of approved quality (screwed end).

(i) 18.16.1 15mm nominal bore 16 303.8 Each

(ii) 18.16.2 20mm nominal bore 14 328 Each

61 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end).

(i) 18.17.1 25mm nominal bore 14 532.3 Each

(ii) 18.17.2 32mm nominal bore 16 589.9 Each

(iii) 18.17.3 40mm nominal bore 11 707.3 Each

62 18.19.2.1 Providing and fixing gun metal non-return valve of approved quality (screwed end). Horizontal. 32mm nominal bore 20 677.6 Each

63 18.21.2.1 Providing and fixing uplasticised PVC connectionpipe with brass ions 45 cm length. 15 mm nominal bore 45 85.2 Each

64 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 10 434.2 Each

65 18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms. 15 mm nominal bore 10 715.1 Each

66 18.51.1 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms.. 15 mm nominal bore 8 708.4 Each

67 18.52.1 Providing and fixing C.P brass stop cock (concealed) of standard design and of approved mark conforming to IS:8931. 15mm nominal bore 12 594.8 Each

68 18.53.1 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931. 15mm nominal bore 15 500.4 Each

69 18.76.1 Cutting holes up to 30 x 30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks 20 198.5 Each

70 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. 10 217.1 Each

71 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. 2000 9.7 Ltr.

72 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. 10 115.7 Each

73 17.7.2 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 : White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 6 2369.9 Each

74 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 4 1500 Each

75 17.28.2.2 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete . Flexible pipe. 40 mm dia 12 104.4 Each

76 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. 8 1068.5 Each

77 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 8 713.3 Each

78 17.73.2 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. 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms 8 424 Each

79 12.78.2 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. 110mm diameter 100 160 257.5 Metre

80 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.

(i) 12.79.1.2 Coupler 110mm 16 120 Metre

(ii) 12.79.2.2 Single pushfit Coupler: 110mm 24 374.6 Each

(iii) 12.79.3.2 Single tee with door. 110x110x110mm 16 8 193.4 Each

(iv) 12.79.4.2 Single tee without door. 110x110x110mm 10 190.7 Each

(v) 12.79.5.2 Bend . 110mm bend 28 16 132 Each

(vi) 12.79.6.2 Shoe plain. 110mm Shoe 20 8 115.95 Each

81 12.80.2 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. 110mm 40 182.72 Each

82 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. 8 8 47.9 Each

83 18.37.1 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside)with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100A 2 6849.9 Each

84 17.1.1 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. White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. 5 4470.9

85 17.2.1 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. W.C pan with ISI marked white solid plastic seat and lid. 3 4230 Each

86 17.10.1.1 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. Kitchen sink with drain board. 510x1040 mm bowl depth 250 mm 1 5231.5 Each

87 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. 14 146.3 Each

88 17.5.1 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 : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 4 6469 Each

89 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. 14 204.7 Each

90 19.1.2 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150 mm diameter 25 464.3 Metre

91 19.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design.. 150mm diameter S.W. pipe 494.4 Metre

92 19.4.3.1 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 180x150 mm size P type. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1 1994.1 Each

93 19.30.1.0 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1 4266.8 Each

94 6.48A Providing 150mm wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 125mm apron 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, 110 582.5 mtr

95 24.1.1.3 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. 400 mm dia. 90 681.5 Mtr.

96 24.2.1.1 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, beyond 90 Metre & upto 150 Metre depth below ground level. All types of soil. 300 mm dia. 26 567.9 Mtr.

97 24.2.1.3 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, beyond 90 Metre & upto 150 Metre depth below ground level. All types of soil. 400 mm dia. 60 896.5 Mtr.

98 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge. V. 150 mm nominal size dia 26 660.1 Mtr.

99 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 10 1188.9 Cum

100 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 6 1195.6 Cum

101 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 4 1195.6 Cum

102 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. 14.1 4 1343.2 Cum

103 24.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 2 1213.2 EACH

104 24.10.3 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness 5.40 mm 120 2003.7 Metre

105 24.11.3 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed /plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia. 30 2119.1 Metre

106 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 developed, 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 samples & getting tested in approved laboratory, i/c 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. 24 916.8 Hour

107 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia. 2 210.7 EACH

108 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp. 2 1531.4 EACH

109 24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm dia. 2 281.8 EACH

110 N.S. Supply, Installation, testing & Commissioning of 2HP submersible pump all complete 1 30090 Set

111 NS/Rate approved by S.E South Bihar Circle Supply Testing installing and commisioning of ISI marked 4.5 kg capacity crbon dioxide type including valve hose reel with provision of wall bracket fixed with anchor fasteners all complete job. 7 8500 EACH

112 2.25A Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead 1610.73 411.7 cum

112 CARRIAGE OF MATERIALS

(i) A/R Bricks (lead - 1 km kutcha + 7 km pucca) 214414 28306 4693.5 857.22 per 1000 nos

(ii) A/R Coarse Sand 418 42 4.06 0.999 cum

(iii) A/R Stone Chips 498 46 2.53 2552.81 cum

(iv) A/R Local sand ( 1 km kutcha + 2 km pucca) 1894 54 1.49 285.67 cum

(v) A/R Earth work 285.67 Cum

113 Extra Cost of Material

(i) A/R Cement 7160 680 38 8.41 Per bag

(ii) A/R Bricks per 1000

Total Amount of SOR and DSR Items

Total Amount of Non Schedule Item

Applying Correction factor @0.982 on SOR Item

Add ADD 5.36% GST. ON SCHEDULE ITEMS

114 1.3.3 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 PVC conduit, with modular switch, modular plate, suitable size G.I box etc. as required. Group - 'C'

Light Point - 219

Fan/Wall Fan Point - 53

Exhaust Fan Point - 09

Call Bell Point - 02

Total: = 283 283 1146 Point

115 1.3.1 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 PVC conduit, with modular switch, modular plate, suitable size G.I box etc. as required. Group - 'B' 19 782 Point

116 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed PVC conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 350 309 Metre

117 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required.

(i) 1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 600 201 Metre

(ii) 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (for 3/2X5A socket Point) 560 246 Metre

(iii) 1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 70 309 Metre

(iv) 1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 60 422 Metre

(v) 1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire 120 660 Metre

(vi) 1.7.13 4 X 16 sq. mm + 1 X 6 sq. mm earth wire 10 1312 Metre

118 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. (for On switch board)

(i) 1.24.1 5/6 amps switch 42 82 Each

(ii) 1.24.4 3 pin, 5/6 amps socket outlet 42 112 Each

119 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular switch box including connection but excluding modular plate etc. as required. 55 358 Each

120 1.32 Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch connection, painting etc, as required. 29 531 Each

121 1.33 Supplying and fixing 2 pin, 5 amp. ceiling rose on the existing junction box/PVC box including connection etc as required. 145 64 Each

122 1.34 Supplying and fixing batten/angle holder including connection etc. as required. 95 80 Each

123 1.37 Supplying and fixing Ding-Dong call bell suitable for single phase, 230 volts complete as required. 3 240 Each

124 1.27 Supplying and fixing following modules G.I. box along with modular base and cover plate for modular switches in recess etc as required.

(i) 1.27.1 1 or 2 module (75mm X 75mm) 96 234 Each

125 1.53 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amp modular SP MCB 'C' curve, including connections, painting etc. as required. 5 683 Each

126 1.55 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 5 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 20 632 Each

127 1.56 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 nos. 5 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 27 778 Each

128 2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 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)

(i) 2.8.7 12 way, Double door 4 2314 Each

129 2.9 Supplying and fixing following way three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB / RCCB / Isolator)

(i) 2.9.1 4 way ( 4 + 12 ), double door, horizontal type 8 4184 Each

130 2.12 Supplying and fixing following rating, 240 volts, ‘C’ series, miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

(i) 2.12.1 6A to 32A amps, single pole 136 237 Each

(ii) 2.12.6 40A to 63A amps, SPN 7 1233 Each

(iii) 2.12.7 40A to 63A amps, TP 4 1859 Each

(iv) 2.12.8 40A to 63A amps, TPN 12 2329 Each

131 2.4 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

(i) 2.4.1 100 A, 30 KA, FPMCCB 2 8172 Each

(ii) 2.4.2 125 A, 36 KA, FPMCCB 1 8676 Each

132 2.7 Providing and fixing following capacity 4 pole On-load/panel mounted changeover switches in existing cubicle panel board, making connection, earthing the body etc. as required.

133 2.33 Supplying and fixing following ways, surface/recess mounting, Vertical three phase distribution board ( VTPN DB's ) of CRCA sheet steel, dust protected, duly powder painted suitable for upto 160 amp, four pole MCCB as Incomer and SP/TP MCB's as outgoing inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's etc as required. (but without MCCB & MCBs)

(i) 2.33.1 4 way, Double door, I/C 160A, MCCB 1 12107 Each

134 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) 10 1809 sq.ft.

135 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1 6536 Each

136 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. 82 521 Each

137 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required.

(i) 5.8.2 15 watt 34 1608 Each

138 5.1 Supplying and fixing 10/12 watt LED type Bulk-head luminaire with minimum efficacy 100 lm/w in comprising of pressure die cast housing, acrylic diffuser,IP 65 protection and complete with integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor cable etc as required. 6 1275 Each

139 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, IP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required.

(i) 5.14.2 45 watt 6 3382 Each

(ii) 5.14.4 90 watt 8 5516 Each

140 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

(i) 6.1.4 9/10 watt LED lamp 95 161 Each

141 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 210 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. 55 2482 Each

142 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required.

(i) 8.17.1 300 mm sweep 4 2572 Each

143 8.18 Supply and fixing of following sweep/ sizes PVC/ABS square body Exhaust Fan with automatic openable louvre shutter in existing opening including making connection, testing etc as required.

144 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ LED 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. 14 1038 Each

145 7.7 Supply of following sizes and core XLPE/PVC insulated PVC sheathed (Heavy duty) armoured electric cable with aluminium conductor for working voltage upto 1.1 KV as required.

7.7.9 50 sq.mm, 3.5 core 80 561 Metre

146 7.1 Laying of one number PVC insulated and PVC sheathed/ XLPE power cble of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.

(i) 7.1.2 Above 35 sq. mm and upto 95 sq. mm 60 326 Metre

147 3.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. 2 6323 Set

148 3.9 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) 20 133 Metre

149 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required.

(i) 7.9.2 4 X 16 sq. mm 5 1018 Metre

(ii) 7.9.3 4 X 25 sq. mm 3 1881 Metre

150 AR Supplying of copper strip of all sizes for bus bar strip/interconnection including drilling holes etc as reqd. 6 871 Kg

FOR LIGHTNING ARRESTER

151 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 4 416 Each

152 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. as required. 20 81 Each

153 4.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) 100 102 Metre

154 4.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) 20 145 Metre

155 3.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. 2 6323 Set

156 3.9 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) 20 133 Metre

Electrical Amt Rs.

TOTAL CIVIL WORK AMOUNT

GRAND TOTAL IN RUPEES

EXECUTIVE ENGINEER

BUILDING DIVISION, SIWAN

ITEM CODE SOR 2023 MATERIAL STATEMENT FACTORS Cement (Tonnes) Bricks (Nos) Coarse sand (cum) Stone chips (cum) Local sand (cum)

2.6.1 488.4 1 Local sand filling 0 0 0 0 1

4.12 60.8 5 Half Brick work in CM (1:4) 56.5 0 0

5.9.1 251.5 6 Brick flat soling 0 32 0 0 0.015

5.9.3 551.5 7 Vetrified Tiles flooring(1:3) 0 0 0

5.9.5 473.8 8 Vetrified tiles in skirting 0 0 0

5.9.6 612 9 Kota Stone flooring (1:4) 0 0 0

5.9.7 529.2 10 Kota Stone Skirting in skirting 0 0 0

5.9.13 798.6 11 Ceramic glazed tiles in dado 0 0 0

5.9.19 659.3 12 Ceramic glazed Wall tiles 0 0 0

5.22.7C 104.2 16 Water proofing treatment in sunker 0 0 0

5.22.7E 104.2 18 Grading roof for water proofing treatment 0.32 0 0.45 0.89 0

5.22.7F 104.2 19 BRICK EDGE SOLING 52.66 0.03

S.no Description/items No.of items Length Width Height Total Units

17 Common Service Center Waiting Area 1 sqm

19 Counter 1 sqm

20 Mukhiya Office 1 sqm

21 Secretary 1 sqm

23 Pantry 1 sqm

24 Office 1 sqm

25 Standing Committee Hall 1 sqm

26 M Toilet 1 sqm

27 Toilet 1 sqm

28 W Toilet 1 2.35 1.575 sqm

30 P.H Toilet 1 sqm

31 Lobby 1 1.8 3.225 sqm

32 Lobby 1 2.35 1.525 sqm

33 Engineering Cell 1 sqm

34 Revenue Office 1 sqm

35 Judiciary Office 1 sqm

36 Sarpanch Office 1 sqm

37 Multipurpose Hall 1 sqm

38 Passage 1 1 sqm

39 Passage 2 1 sqm

40 Passage 3 1 sqm

41 Lobby 1 4.7 3.975 sqm

42 Toilet 1 2.235 2.925 sqm

43 Store 1 2.235 2.3 sqm

44 Stair 1 3.35 5.75 sqm

45 Flood Rehabilitation/Bank 1 sqm

46 Women's Center 1 sqm

47 Library 1 sqm

48 Court Room 1 sqm

49 M Toilet 1 sqm

50 Toilet 1 sqm

51 W Toilet 1 2.35 1.575 sqm

53 P.H Toilet 1 sqm

54 Flood Rehabilitation 1 sqm

55 Bank (to be future extension) 1 sqm

56 Passage 1 sqm

57 Lobby 1 1.8 3.225 sqm

58 Lobby 1 1.4 1.575 sqm

Detailed Estimate For Furniture.

S.No SOR Ref DESCRIPTION OF WORK/ ITEM NO/ Qty UNIT RATES/ UNIT AMOUNT ( Rs.)

1 RT- ReceptionTable (3100X630X750 mm) made up of MDF as per approved design reception Table 10mm thick clear glass on table top with S.S studs 25mm thick pre laminated MDF board table top with PVC edge banding. Fixed pedestal size 400Wx450DX725Ht (2 drawer + 1 filling drawer) colour - maple and dark grey. The product should be ,, BIFMA (Original) and IGBC certified as per the direction given by the E/I. 1 Each 77800

2 CVC - Cantilever visitor chair - P/S visitor chair with ergonomic design for user comfort. The seat and back shall be made of 15mm thick hot pressed commercial plywood padded with high resistance molded polyurethane foam 50mm thick heavy density 10kg/m3 in seat and 40mm thick having density 40kg/m3 in back. The same shall be upholstered with tapestry 1mm thick and 300 GSM. The back and base of the chair shall be supplied with poly prepylene bead on edges and the back rest shall be made by keeping the natural curvature of the spine. The seat and back shall be arrested together with 50-60μ thick powder coated HR steel spine and the arm rest shall be used of black integral polyurethane arm with metal insert completely joint with the seat and the back. The frame structure shall be cantilever support type made up of MS/ CRCA powder coated round pipe of dia. 25.4mm with 2mm thick. There shall be co-polymer polypropylene shoe provided at the base to avoid scratches on the floor. The seat shall be 460 + 10mm (W) X 450 + 10mm(W) and back shall be 460 + 10mm (W) X 400 + 10mm (H) from seat. Seat height = 450 + 10mm. Overall height shall equal to 830 + 10mm. Overall width 555 + 10mm. Overall depth = 595 + 10mm. The product shall ,, BIFMA (Original) and IGBC certified as per direction given by E/I. 15 Each 6400

3 SI - Steel Sofa, 3 seater of premium quality - supplying and placing 3 seater sofa that shall be constructed from commercial plywood having inner frame. The thickness of the wood shall allow for the heavy tension webbing. The sofa shall have spring attached and also be padded separately. The frame shall be padded with high resistance polyurethane foam having density 40kg/m3 in seat and 32 kg/m3 in back. There shall be cushion arm provided padded with high density polyurethane foam having the density 40kg/m3. The structure shall be upholstered with leathente tapestry 1+ 0.2mm thick. The under structure shall consist of chrome plated 30mmX15mm hemispherical shape legs. There shall be PPCP shoe provided at the bottom to avoid the scratches on the floor. The seat size shall be 570 + 10mm (D) X 1500 + 10mm(W), Seat height = 460 + 10mm. Overall height shall equal to 760 + 10mm. Overall width 2760 + 10mm. Overall depth = 770 + 10mm. The product shall ,, BIFMA (Original) and IGBC certified as per direction given by E/I. 2 Each 34800

4 Dinning table set SDT - Steel dinning table ( 2100 X 1500 X 915)mm, dinning table made up of SS finished top and legs to enhance the strength asthetic look. The product shall be ,, BIFMA (Original) and IGBC certified as per direction given by E/I. 1 Each 69200

5 SW - StoreWell - ( 916 X 488 X 1980)mm ( Storewell plain with four shelf without locker) - providing, supplying and placing steel almirah in perfectly upright and straight position. The overall size of the almirah shall be 915 X 485 X 1980 mm including legs. It should be supplied with four number of adjustable shelves i.e 5 loading compartment. Door shall be made up of 1mm thick and all over compartments shall be made up of 0.8mm thick high yield strength CRCA sheets of grade D confirming to IS 513. Stiffner shall be provided in shelf and door. The steel hinged door shall be provided with locking mechanism which is assembled with bolt arrangement. The shelves shall be folded constructions which have intrinsic rigidly and high load carrying capacity. Uniformly distributed load capacity per each shelf shall be 40kg maximum. The complete steel structure shall be constructed by welding and provide finishing with epoxy polyester powder coated to be thickness 40-60μ . The product should be ,, BIFMA(Original) and IGBC Certified as per direction given by E/I. 3 Each 27500

6 providing and fixing side storage with two drawer and swing shutter ( 900 X 450 x ). MDF board. The product should be ,, BIFMA(Original) and IGBC Certified as per direction given by E/I. 2 Each 24800

7 VC - visitor chair medium back - providing and supplying medium back chair with ergonomic design, comfortable and aesthetically appearing. The seat and back shall be made of 15mm thick hot pressed commercial plywood padded with high resistance molded polyurethane foam 50mm thick heavy density 40kg/m3 in seat and 40mm thick having density 40kg/m3 in back. The same shall be upholstered with fabric tapestry 1mm thick and 300 GSM. The back and base of the chair shall be supplied with poly prepylene bead on edges and the back rest shall be made by keeping the natural curvature of the spine with back support. The seat and back shall be arrested together with 50-60μ thick powder coated HR steel spine and the arm rest shall be made of black integral metal insert polyurethane arm completely joint with seat and back. For seating durability the chair swivel tilt 360 degree revolving mechanism with upright position locking and tilt tension adjustment. The pneumatic seat height adjustment for healthy seating, user can adjust seat height upto 100mm width BIFMA standard class 3 gas-kit to suit them using the lever under the seat. The gas-kit mechanism shall be tested as per ANSI/BIMFA X 1.5.2011 standard. The pedestal shall have five legged positon molded black 30% glass filled nylone having pitch circle dia. 650 + 15mm and filled with 5 number twin wheel castors. The castor of the chair shall be injection molded in black 30% glass filled with nylone confirming to ANSI/BIFMA X 5.1.2011 standard tested to perform 98000 cycle with 250lbs loads. . The seat size shall be 460 + 10mm (W) X 450 + 10mm(D) and back size shall be 460 + 10mm (W) X 400 + 10mm (H) from seat. Seat height = 460 + 10mm. Overall height shall equal to 810 + 10mm. The product shall ,, BIFMA (Original) and IGBC certified as per direction given by E/I. 20 Each 4580

8 HBC- High back chair- supplying and placing ergonomically designed, comfortable and aesthetically apearing high back chair. The sheets shall be made of 15 mm thick hot pressed curved plywood upholstored with high resistence polyurethane foam 50mm thick heavy density 40kg/m3 with khaki lathered density 0.8 mm thick and 535 GSM and the back shall be supported by metal insert MS CRCA frame upstered with high resistence polyurethane foam 12 mm thick having desity of 23 kg/m3 with khaki lathered tapestry 0.8 mm thick and 535 GSM with colored lumbar support which helps to provide full back support and maintain the natural curvature of the spine headrest shall be provided for comfort of head with leathered tapestry. The armrest shall be used MS CRCA chrome plated with PU arm completly joint with sheet and back. the chair shall have knee tilt 360 degree revolving machanism with four position loking and tilt tension adujstment. The pneumatic sheet hight adjustment for healthy sheeting user can adjust sheet hight upto 100 mm with BIFMA standard class -3 gas-kit to tilt them using the lever under the sheet. The gas-kit mechanism should be tested as per ANSI/BIFMA X 5.1-2011 standard. The padestal shall be made up of MS CRCA chrome plated having pitch circle dia 650 mm fitted with 5 nos. 50 mm twin wheel castors which shall be made of injuction moulded black nylon 30% glass filled having self lubricating property for friction free movement with BIFMA standard. The seat size shall be 485 + 10 mm (W)x520+ 10mm (D) and the back size shall be 740 + 10 mm (H) from seat and overall height = 1150 + 10 mm. The product should be ,, BIFMA (original) and IGBC certified as per direction given by E/I. 8 Each 10500

9 TV-Television- supply and installation of 32 inch smart TV of approved make and brand as per directio of engineer incharge. 1 Each 36250

10 Office Chair - HBC High Back Chair- Supplying and placing ergonomically designed comfortable and aesthetically appealing High back chair. The seat shall be made of 15 mm thick hot pressed curved plywood upholstored with high residence polyurethane foam 50 mm thick having density 40 kg/m3 with khaki latherior 0.8 mm thick and 535 GSM and back shall be supported by metal insert MS CRCA frame upholstored with high residence polyurethane learn 12mrn thick having density 23kg/m2 with khaki leatheror tapesity 0.8 mm thick and 535 GSM with contoured lumbar support the spine Headrest shall be provided for comfort of head with leatherior tapestry. The armrest shall be used MS CRCA chrome plated with PU arm completely-joint-with-seat and back. The chair shall have knee fit 360 degree revolving mechanism with four position locking and till tension The pneumatic seat height adjustment for healthy seating. user can adjust seat height-upto 100mm with BIFMA standard class-3 gastill to suit them using the -leaver under the seat,- The gas-lift mechanism should be tested ANSI/BIFMA X5.1-2011 standards. The Pedestal shall be made up of MS CRCA chrome plated having pitch circle dia 650 mm filled with 5 nos 50 mm twin wheel castors which shall be made of Injection moulded black nylon 30% glass filled having self lubricanting properly for friction free movement with BIFMA standrads. The Seat size shall be 485+-10 mm(W) x 520+-10 mm (D) and back shall be 740+- 10 mm (H), from seat, overall height = 1150+-10 mm. The Product should be , as per direction given by E/I 8 Each 10500

11 Metale Almirah - SW - Store Well (916 x 488 x 1980 mm store well plain with 4 self without locker) Providing supplying and placing steel almirah perfectly upright and straight positin. The overall size of the almirah shall be 915 mm (W) x 485mm (D) x 1980mm (H) including legs. It should be supplied with 4 nos of adjustable shelves i.e. 5 loading compartments. door shall be made of 1mm thick and all other components shall be made of 0.8 mm thick high yield strength CRCA sheet of grade 'D' confirming to IS:513 Stiffeners shall be Provided in shelf & door the steel hinged door shall be provided with locking mrchanism which is assembled with bolt arangement the shelves shall have folded constructions which have intrinsic rigidily and high load carrying capacity. Uniformly distributed load capacity per each shell shall be 40kg maximum. The complete steel structure shall be constructed by welding and provide finishing with epoxy polyester power coated to be thickness 40-60 the product should be ,, BIFMA (original) and IGBC certified as per direction given by E/I. 8 Each 27500

12 S/F/F Study- ST- Study Table of Size (1050 x 510 x 750 mm) Supply and installation of Study Table. Table of size 900 x 450 x 750 mm made of 18 mm thick pre-laminated Board with PVC edge banding Panel of 18 mm thick Pre- laminated Board with Single drawer. The chair would be made up PVC moulded Plastic having a SS finish leg. The Product should be ,, BIFMA (original) and IGBC certified as per direction given by E/I. 6 Each 27500

13 Instructor table (1200 x 600 x 750 mm) padestal 400 x 400 x 685 - supplying and placing modular table in completely knocke down condition with an overall size 1200 x 600 x 750, that is to at site. The maintable should be free standing structure constructed with the help of mainfix dowers and pins. The work top shall be made up of 25 mm thick particle board with approved laminated and finished as per approved shade. The top profile shall be in rectangular shape with front and back full round post form and other edges shall be sealed with 2 mm thick thin strip of apear PVC that is cut to fit the size of the board panel and the duly pasted with the assistence of edges loading machine at 200 degree celsius. A pull out keyboard trey shall be provide of PVC having size 550 x 280 mm. The trey shall be operated on keyboard channel. The top shall be supported over particle board base gable end. The end wall of the table on the side shall be topped by gable end. It shall round post form and other edges with appropriate PVC edges banding. The table shall be clad with 18 mm thick modesty pannel which provide structural support for the table. It should be 18 mm thick prelaminated particle board of appropriate PVC banding connected with both end. There should be butters provided at the base to avoid stratches on the floor. The mobile padestal shall have 3 nos of drawer i.e, 2 box drawers and 1 filling drawer. The drawers shall be operated with ss handle and easly closed and open with the assistance of roller channel and ball bearing channel to enable smooth operation. The product should be ,, BIFMA (original) and IGBC certified as per direction given by E/I. 4 Each 16800

Total Cost For Furniture = Total=

Boundary Wall & Campus Development

S.NO S.O.R Refere DESCRIPTION OF WORK/ ITEM NO LENGHT (M) WIDTH (M) HEIGHT (M) QUANTITY UNIT RATE/UNIT AMOUNT (Rs.)

1 2.33 Cleaning of grass & Rubbish from the Site…. Etc. 1 172 0.3 100/ Sqm 357.2

2 2.8 Earth work in excavation in foundation trenches or drains (not exceding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 m including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50m. All kind of soil.

Footing 2 47 0.7 Sqm

Total Area= Sqm

Net Qty = 1.5 Cum 462.9

3 2.26 E/w Back filling in Foundation Trenches

50% of Vide Item No 2 1 Cum

Total = Cum 123.9

4 2.28 Supplying and filling in plinth with local sand and under floots including watering, ramming consolidating and dressing complete.

Footing 1 170 0.7 0.075 Cum (A)

Filling in Campus 2 47 4.5 Sqm

Total Area= Sqm

Net Qty (A+B)= Cum 287.3

5 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1 : 6 (1 Cement : 6 Coarse sand)

Total Length 1 170 0.25 0.975

Total .= Cum (A)

Pedestail 44 0.35 0.35 0.15

Total .= Cum (B)

NET Qty (A-B)= Cum 4923

6 6.1.14C +6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1 : 6 (1 Cement : 6 Coarse sand) Extra for Brick work in Superstructure above Plinth level upto V Floor.

Total Length 1 170 0.25 1.5

Total .= Cum (A)

Gate opening 2 4.5 0.25 1.5

Total .= Cum (B)

NET Qty (A-B)= Cum

7 4.5.2 Cement concrete works( PCC )

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work up to plinth level 1:2:4 (1 cement: 2 coarse sand:4 grade stone aggregate of 20mm nominal size)

Footing 1 170 0.7 Sqm

Volume .= 0.075 Cum

Sub-Total = Cum

NET Qty (A+B)= Cum 4918.5

8 5.1.1 Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centring and shuttering all work up to plinth level 1:1:2 (1 cement: 1 coarse sand: 2 grade stone aggregate of 20mm nominal size.)

Pedstail 44 0.6 0.6 0.15

Sub- Total= Cum (A)

(2)Column(250x250)

Sub- Total= (B)

( 3 )Plinth Beam (250X300)

Sub- Total= Cum (C)

NET Qty=(A+B+C) = Cum 5961.9

9 5.2.1 Reinforced Cement concrete work in wall (any thickness) including attached pilasters, buttresses, plinth and string courses, pillars,pires,abutments, post (1:1:2 ) etc.

NET Qty = Cum 6834.9

10 5.2.1 Reinforced Cement concrete work in Beams suspended floors, roofs having slope upto15, landing, balconies, shelves,chajjas,lintels, band plain,windows sill,staircases upto floor five level excluding the cost of 1 cement 1 course sand: 2 graded stone aggregate,20 mm nominal size).

(A) Top Band(250X150)

NET Qty = Cum 6943.5

11 Computation of steel

R.C.C WORK Kg/ Cum Vol. Cum MT

Upto Plinth 100

12 5.22.7A ( A ) R C C work in Footing including straititing, cutting, bending, binding & placing in position etc. all Complete.

TMT Bar Kg 94.5

Centering and Shuttering

13 5.9.1 Shuttering for Foundation including strutting ,propping etc, and removable or form work for Foundation, footing,bases column

Footing Both side 2 170 0.15 Sqm

Pedestal 44 0.6 0.6 0.15 Sqm

Net Area = Sqm 211.6

14 5.9.5 Centering And Shuttering for Band

( 1 )Plinth Beam (250X300)

NET Qty = (A) = Sqm 494.4

15 5.9.6 Centering & Shuttering for stiffners

( I ) Upto Plinth Level

Sub- Total= Sqm (A)

(A) Boundary Wall

Sub- Total= Sqm (B)

NET Qty = (A+B) = Sqm 494.4

16 13.11.4 PLASTER WORK

12 mm cement plaster 1:6 (outer wall)

Both side 1*2 170 1.5

Total .= Sqm (A)

Gate opening 2 4.5 0.25 2.2 (B)

NET Qty (A-B) Cum 141.5

17 13.11.1 +13.26 12 mm Plaster 1:3 with cement punning

18 11.72 One Brick flate solng joints filled with Local sand

Footing 1 170 0.7 Sqm (A)

Filling in Campus 2 47 4.5 Sqm

Total Area= Sqm (B)

Net Qty (A+B)= Sqm 283.3

19 16.68 Providing & Laying 80 mm thick factory made paver block of M-30. grade made by block made vibratory compaction... Etc . All Complete as the direction of Engineer-in -charge.

pathway 2 45 4.5

Total= Sqm 714.9

20 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade new work (Two or more coats) Sqm 81.2

21 10.5.1 Providing and fixing 1 mm Thick M.S Sheet doors with frame of 40X40X6 mm angle iron and 3 mm ms gusset plates at the junction and corner all necessary fittings complete, includingapplying priming coat of approved steel primer. 2 4.5 2.4 Sqm 3653

22 13.81.3 With ready mixed Zinc chromate yellow primer. 1 sqm 34.6

23 13.94.1 Painting with synthetic enamel paint Two or more coats over an under coats 1 sqm 116.5

24 Calculation for material Consumption

S.no item Qty Unit Cement (MT) Chips Cum K.Sand (Cum) Bricks (nos) Local Sand

1 Local Sand Filling. Cum

2 Brick Flate Soling Sqm

2 Brick work in c.m (1:6) Cum

4 P.C.C (1:2:4) Cum

5 R.C.C (M25) Cum

6 12 mm Plaster (1:6) Sqm

7 12 mm Plaster (1:3) with punning Sqm

Cum Cum Cum Nos

Miscellaneous work

25 Carriage of materials

Bricks (7+1 KM) Nos %nos

Stone Chips (220 KM ) Cum cum

Coaurse Sand (70 KM ) Cum cum

Local Sand Cum cum

26 Extra cost of supply of materials

Brick works Nos %nos

Total of Boundary Work= Total (H) =