NIT-BRPNNL/ PT1/1338

TECHNICAL BID SHEET

Tender No. 1338 Date 29.08.2026

Name of Work Construction of G+2 office block in the premises of B.Ṛ.P.N.N.L., Patna

Name of Circle Woks Circle-1 Period of Bid Validity 180 days Name of Division Works Division Patna-1

Estimated Cost Rs.(in Lacs) 460.56 Cost of Bid Document (in Rs.) 10000 EMD 9.21 Lacs

Time of Completion in Months 06 Months Sale of Document From– 09.09.2026 (10:00 Hrs.) to 17.09.2026 (15:00 Hrs.) (www.eproc2.bihar.gov.in) Last Date and Time of Submission of Bid 17.09.2026 upto 15:00 Hrs. (www.eproc2.bihar.gov.in)

1 Name of the Bidder

(i) Legal Status of Bidder.

(ii) Place of Registration (of Firm/ Company)

(iii) Address of the Bidder

(iv) Power of attorney of signatory Bid

2 Name of the Organisation/ Department/ Goverment with whom registered

3 Registration No. and Class

4 Bid Security (A) online Payment Gateway

(B) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement).should be valid for a period 225 days from last date of Bid Validity .

5 Income Tax PAN/TAN

6 GST/Sale Tax (VAT) Registration Certificate

7 Last 5 years Audited and signed by C.A. Turn Over 2021-22

8 Bid Capacity (AxNx3)-B Where A = Maximum value of civil engineering work executed in any one year of last five(5) years, N = No. of years prescribed for completion of work, B = value of exsiting commitments.

9 Experience for completion of one Similar Nature of the Bridge as prime contractor/ sub contractor certificate issued by Government / Govt. undertaking in last five financial years.

Details of Work done in Last Five Years

9(i) RCC Pile Depth (400mm dia) 2394.00 m It is mandatory for any one of the last five financial years (from the 2021-22 to 2025-26 financial years).

9(ii) Concerting (RCC/PCC Work) 736.46 Cum

9(iii) Brick work 332.97 Cum

9(iv) Floor Work 1750.51 Sqm

9(v) Earth Work 745.70 Cum

10 Availability of Key Items of Contractor's Equipment

Maximum age as on 17.09.2026 Nos

10A Concrete Mixer with Integral weigh Batching facility 5 1

10B Concrete Batching & Mixing plant Minimum capacity 15m3/hr . 5 -

10C Pump for concreting 5 -

10D Transit Mixture 5 -

10E Vibrator (Plate & Niddle) 5 2

10F Water Tanker 5 1

10G Steel shuttering 5 2000sft

11 Personnel/Qualification/Contract Package Size

Site Engineer / B.E. Civil + 10 Years Experience (5 years in Road Construction o) 2

Plant Engineer / B.E. Mech + 10 Years Experience or Diploma in Mechanical + 15 Years Experience 1

Survey Engineer/B.E Civil+03 years Exp. Or Dip. Civil+05 Years Exp 2

Site superviser / B.E. Civil fresh graduate or Diploma in Civil + 3 Years Experience or Exp of retired I.T.I. holder 2

12 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not)

13 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not)

14 Affidavit for Debarred or Blacklisted or Rescind

15 Affidavit for A.T.O. of Civil Construction work.

16 Affidavit for Balance Work / Work in Hand

17 Affidavit for Tools and Plants Ownership/ Lease

18 Notarized Undertaking in the Format Given

19 Notarized Undertaking to invest 25% of Bid Amount

20 Technical Bid Check List

21 Financial Assets/ Liquid Assets (Bank Certificate of Credit facilities of 10% amount of Estimated cost issued by a schedule bank.)

22 Character Certificate as per ACS of Home Department,Govt. of Bihar Lt No. 29 Dt. 25/01/2021

B.O.Q FOR CONSTRUCTION OF G+2 OFFICE BLOCK IN THE PREMISES OF BRPNNL , PATNA

Rates are based on SOR 2022 (w.e.f. 01.01.2022) for Civil & SOR 2023 (w.e.f. 01.09.2023) for Electrical Works

Address of Bidder

Contact No & Email Id

SL NO. SOR BCD 2022/ELE 2023 ITEM OF WORK QUANTITY UNIT RATE AMOUNT

1 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).

20.2.2 400 mm Dia. Pile 2394.00 meter

2 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. 491.42 cum

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 254.28 cum

4 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. 657.03 sqm

PLINTH PROTECTION

5 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 finishing the top smooth. 104.67 sqm

CEMENT CONRETE WORK & REINFORCED CEMENT CONCRETE WORK

6 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.5 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) 57.28 cum

7 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work up to plinth level.

5.1.1 1:1:2(1 cement: 1 coarse sand:2 graded stone aggregate 20 mm nominal size) 187.75 cum

8 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

5.2.1 1:1:2(1 cement: 1 coarse sand:2 graded stone aggregate 20 mm nominal size) 111.41 cum

9 5.3+5.33B.1+5.33B.4 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).Providing M-15grade R.C.C instead of M-20 grade R.C.C+Provididng M-25 grade R.C.C instead of M-20 grade+ Provididng M-20 grade R.C.C instead of M-15 grade 275.35 cum

10 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

i 5.22.7A TMT 8 mm dia 24780.55 kg

ii 5.22.7B TMT 10 mm dia 16161.20 kg

iii 5.22.7C TMT 12 mm dia 22805.35 kg

iv 5.22.7D TMT 16 mm dia 19213.90 kg

v 5.22.7E TMT 20mm dia 22805.35 kg

vi 5.22.7F TMT 25mm dia 5566.65 kg

CENTERING AND SHUTTERING

11 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. 169.09 sqm

ii 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roofs, landings, balconies and access platform. 857.71 sqm

iii 5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for. Lintels, beams, plinth beams, griders, bressumers and contilevers. 1756.52 sqm

iv 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and Struts 1126.46 sqm

v 5.9.7 Centring and shuttering including strutting, propping etc. and removal of form for Stairs,(excluding landings) except spiral-staircaces. 107.09 sqm

12 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 ) 7.80 cum

13 6.1C Brick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in foundations and plinth in :

6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) 55.40 cum

14 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 tor Brick work in superstructure above plinth level upto floor V cum 269.77 cum

15 6.45.2 Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level.Cement mortar 1:4 (1 cement: 4 coarse send) 715.73 sqm

16 13.11 12 mm cement plaster

13.11.4 1:6(1 cement :6 coarse sand) 5871.54 sqm

17 13.24 6 mm cement plaster to ceiling of mix :

13.24.2 1:4(1 cement: 4 coarse sand) 857.71 sqm

18 13.13 20 mm cement plaster of mix ;

13.13.4 1:6(1 cement :6 coarse sand) 999.92 sqm

19 13.26 Neat cement punning 443.23 sqm

20 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. 7285.94 sqm

21 13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.

13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 7285.94 sqm

22 13.45.1 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm 410.00 sqm

23 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:New steel work (two or more coats) 313.56 sqm

24 8.13.1 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent 118.13 sqm

25 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete

11.41.2 Size of Tile 60x60 cm 775.54 sqm

26 11.46 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.

11.46.2 Size of Tile 60x60 cm 131.50 sqm

27 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(1 cement: 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 431.26 sqm

28 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 andmatching pigment etc., complete. 112.61 sqm

29 A BRICK TILE work for wall lining upto10.0m height with specia ladhesive like araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand ) including pointing in-white cement with an admixture of pigment to match the stone shade .

A.1 8 mm thick (mirror polished and machine cut edge )

A.1.1 BRICK TILE 49.52 sqm

30 26.91 Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in-charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58–60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) additives (maximum toxicity index of 12 for 100 gsm) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face), minimum compressive strength 50 N/mm², modulus of elasticity 850 N/mm² and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture retardant and Fixing on M.S. (mild steel) frame made of 25 × 25 × 1.5 mm square hollow box section, including applying a priming coat of approved steel primer, placed at grid made at 1.0 × 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., complete as per direction of Engineer-In-Charge. Note: M.S. (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately. 131.95 Sqm

31 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed inposition with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).

9.1.2 Sal wood 1.58 cum

32 9.20 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

9.20.2 30 mm thick including stainless steel butt hinges with necessary screws- 100.80 sqm

33 9.127.2 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 TypeS, including cost of adhesive of approved quality.1.0 mm thick 201.60 sqm

34 26.86.5 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fiber (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm, modulus of elasticity 900 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for Separately). Frame size 50 x 100 mm 66.60 m

35 26.87 Providing and fixing factory made single extruded WPC {Wood Polymer Composite} solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives {maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N {Face) & 900N (Edge), minimum compressive strength 50 N/mm, modulus of elasticity 850 N/mm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In• Charge. {Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)

26.87.1 30 mm thick 21.60 sqm

36 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 324.00 each

37 9.73.1 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete: 162.00 Each

38 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:

39 9.97 Providing and fixing alluminium sliding tower bolt anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with nuts and screws etc. complete:

ii 9.97.2 250x10 mm 24.00 each

40 9.100 Providing and fixing alluminium handles,ISI marked, anodised(anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with nuts and screws etc. complete:

41 9.101 Providing and fixing alluminium 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 nuts and screws etc. complete:

9.101.2 Twin rubber stopper 54.00 each

RAILLING & GRILL

42 9.48 /9.48.2 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc.all complete Fixed to steel windows by welding.Fixed to openings/ wooden frames with rawl plugs screws etc 3110.00 kg

43 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fastener stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 496.13 kg

WINDOW & SLIDING DOOR

44 9.147B Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.

9.147.B1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) 15.57 sqm

45 9.147D Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multichambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in- Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.

9.147D.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 114.30 sqm

46 21.3.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item 114.30 sqm

47 21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.

21.8.1 Upto 5mm depth and 5 mm width 420.60 M

EXPANSION JOINT

48 5.25 Providing and fixing in position copper plate as per design for expansion joints 251.98 kg

49 5.26 Providng and filling in position, blown bitumen in expansion joints. 22.65 100m(L)X1CM WX1CM D

50 5.29 Providng and fixing sheet covering over expansion joints with iron screws as per design to match the colour/shade of wall treatment,

5.29.1.1 Non -Asbestos Fibre cement board 6 mm thickas per IS:14862 150 mm wide 22.65 m

51 22.8 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. (c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test, All above operations to be done in order and as directed and specifed by the Engineer-in-Charge.

22.8.1 With average thickness of 120 mm and minimum thickness at khurras point to be 65 MM 382.03 sqm

WATER SUPPLY & SANITARY INSTALLATION WORK

52 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion

i 12.78.1 75 mm diameter 72.00 meter

ii 12.78.2 110 mm diameter 175.00 meter

53 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion

i 12.79.1.1 coupler 75 mm 12.00 Each

ii 12.79.1.2 coupler 110 mm 15.00 Each

iii 12.79.3.2 Single tee with door 110x110x110mm 30.00 Each

iv 12.79.5.1 Band 87.5 75 mm bend 39.00 Each

v 12.79.5.2 Band 87.5 110 mm bend 20.00 Each

vi 12.79.6.2 Shoe plain 110 mm shoe 10.00 Each

54 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 of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete

55 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 6.00 Each

56 17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 3.00 Each

57 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/6litre (adjustable to 4litre/8litres), includings eat cover, and cistern fittings, nuts, bolts and gasket etc complete. 21.00 Each

58 17.50 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 unions and clamps (all inC.P. brass) with waste fitting as per IS:2556,C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the wallsand floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 16.00 Each

59 17.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 30.00 Each

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

17.28.1.1 Semi rigid pipe 32 mm dia 30.00 Each

60 17.31 Providing and fixing 600x450 mm beveled 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 complete. 22.00 Each

61 17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink,of approved quality and colour.

i 17.69.1 Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms 30.00 Each

ii 17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 4.00 Each

62 17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 minimum ater seal, weighing not less than 260 gms 30.00 Each

63 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 22.00 Each

64 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 and effective height of 88 mm, weighing not less than 190 gms 10.00 Each

65 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)M 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. Enternal work - Exposed on wall

i 18.9.5 40 mm nominal outer dia Pipes 122.00 M

ii 18.9.6 50 mm nominal outer dia Pipes 75.00 M

66 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 (a) 15mm nominal outer dia Pipes 146.00 M

ii 18.8.3 (a) 25mm nominal outer dia Pipes 52.00 M

67 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 9.00 Each

68 18.53 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. :

18.53.1 15 mm nominal bore 74.00 Each

69 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

18.17.3 40 mm nominal bore. 2.00 Each

70 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

18.19.1 25 mm nominal bore.

i 18.19.1.1 Horizontal 2.00 Each

ii 18.19.1.2 Vertical 12.00 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. 5000.00 Litre

72 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore

18.53.1 15 mm nominal bore 7.00 Each

73 19.1.2 Providing, laying and jointing glazed stoneware pipes class SP-1 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 118.00 meter

74 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as perstandard design :

19.2.2 150 mm diameter S.W. pipe 118.00 meter

75 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

19.4.1 100x100 mm size P type

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 5.00 Each

76 17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. 5.00 Each

77 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with 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 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard

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

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 4.00 Each

78 19.8.1.1 Extra for depth for ize 90x80 manholes With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1.00 meter

79 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 20x20 mm square bar 18.00 Each

80 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse 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 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :

19.30.2.1 Inside size 500x700 mm and 45 cm deep With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 14.00 Each

81 19.31.2.1 Extra for depth beyond 45 cm of brick masonry chamberFor 500x700 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3.50 meter

82 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1.00 Each

Construction of 150 mmx100 mm x 125m Tube well (Submersible)

83 24.1 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 or the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.

i 24.1.1 All types of soil

ii 24.1.1.2 a 350 mm dia bore well GL. to 30 mtr 30.00 metre

iii 24.1.1.1 b. 300 mm dia bore well 30. to 60 mtr 30.00 metre

iv 24.1.1.1 c. 300 mm dia bore well 60 to 90 mtr 30.00 metre

v 24.2.1.1 d. 300 mm dia bore well 90 to 150 mtr 35.00 metre

84 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge

i 24.3.2 150 mm nominal size dia 35.00 metre

ii 24.3.1 100 mm nominal size dia 60.00 metre

85 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC 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.

24.4.1 100 mm nominal size dia 30.00 metre

86 24.13 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:

24.13.2 150 mm nominal size dia 1.00 Each

87 24.14 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.

24.14.2 150 mm clamp 1.00 Each

88 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

24.15.1 100 mm dia 1.00 Each

89 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. 9.00 cum

90 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 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. 24.00 Hrs.

91 as per phed model est17-18 Transpotatin of drilling plant ,developing equipments & all others 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 of E/I 1.00 Each

92 as per phed mobel est17-18 Supplying all materials and labours for arrangement of additional water required during the drilling period for 70 hrs & site clearance & levelling etc and proving the soap duster etc to staff engaged in drilling etc all complete work as per specification & eng in charge 1.00 Each

93 as per phed model est17-18 Supply Installation , commissioning and testing of single phase 3 H.P submersible pump set having discharging capacity 3.35 lps at a total head of 35 meter (approx) of KSB/Kirloskar or equivalent make with all accessories 7 fitting etc including loading unloading and transpotation of the pump set to the work site with all req. labour materials,tools and tackles installation,testing & commissioning as per standards specifications and direction of E/I 1.00 Each

94 as per phed model est17-18 Supply Installation,commissioning and testing of floor mounted outdoor type L.T Feeder pillar Single phase starter control panel oprated on 220 V ,3 phase,50 c/s for 3 HP Submersible pump set made of M.S sheet (minimum 2 mm thick) duly spray powder powder coated painting with following accessories (i) 90-220 V range single phase 75 kva automatic voltage stablizer make sen & pandit/Vertex/ISI marked if any 1 no (ii) Suitable single phase starter control panel for above motor of BCH/L& T make - 1(one) no 1.00 Each

INTERNAL ELECTRIFICATION

119 S.O.R 1.3.3 (C) Wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface recessed medium class PVC conduit, with modular switch, modular plate, suitable Cl box and earthing the point with 1.5 sq. min. FR PVC insulated copper conductor single core cable etc as required. Group C 376.00 Point

120 SOR 1.24.1 1.24.4 Supplying and fixing 5 pin, 5/6 amps socket outlet and 5/6 amps Modular type switch connection etc up-on switch board, as required.all complete as per instructions of Elec.Er / Architect. 48.00 Set

121 SOR 1.31 Supplying and fixing 1nos Modular type 6Amp 5pin socket with 6Amps switch, Modular Plate, suitable size PVC/G.I. box as required. all complete as per instructions of Elec.Er. / Architect. 40.00 Each

122 SOR 1.56 Supplying and fixing suitable size GI box with rnodular 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. 100.00 Set

123 S0R 1.32 Supplying and fixing 1nos Modular type 15Amp 6 pin socket with 15Amps switch, Modular Plate, suitable size PVC/G.I. box as required. all complete as per instructions of Elec.Er. / Architect. 60.00 Each

124 SOR 2.19 Supplying and fixing 20Amp 240 volts SPN MCB industrial type, power socket with 25Amp SPN MCB and 25 Amps Top in proper size steel box and plate as required. all complete as per instructions of Elec.Er. / Architect. 32.00 Each

125 SOR 2.32 Supplying and fixing Cable end box (Loose wire box, lP43) suitable for following pole and neutral, sheet steel, MCB distribution board, 2401415 V, on surface /recess complete with testing and commissioning etc. as required.

2.32.7 For Vertical, Double door TPN MCB DB 8.00 Each

126 SOR 2.33 Supplying and fixing , following ways, surface/recess mounting, Vertical type 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 lncomer 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 & MCB)

2.33.2 6 way, Double door, l/C 1604, MCCB 8.00 Each

127 SOR 2.12 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

2.12.L 6 A to 32'A, Single pole 66.00 Each

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

2.4.9 63 Amps/16Ka 8.00 Each

129 SOR 1.33 Supplying and fixing ceilling rose 2 pin 6amps on exisiting junction box/ wooden block including connection etc. as required. 216.00 Each

130 SOR 1.34 Supplying and fixing brass/ angle holderon exisiting junction box/ wooden block including connection etc. as required. 136.00 Each

131 SOR 1.23.9 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc. as required. 64.00 Each

132 SOR 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.

i 1.7.1 2x1.5 sq. Mm +1x1,5 sq. Mm earth wire 778.00 Metre

ii 1.7.2 2x2.5 sq. Mm +1x2.5 sq. Mm earth wire 1800.00 Metre

iii 1.7.3 2x4sq. Mm +1x4 sq. Mm earth wire 640.00 Metre

iv 1.7.9 4X6sq.mm+ 1X4sq.mm earth wire 176.00 Metre

L.T LINE CANTROL PANEL-320A TPN

133 SOR 2.5.5 Providing and fixing 400amps capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 2.00 Each

134 SOR 2.4.5 Providing and fixing 250A, rating and 36ka.breaking capacity MCCB (TPN) in made of existing1.6mm thick sheet steel enclosure duly painted with powder coating, wall straps cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 1.00 Each

135 SOR 2.7.7 Providing and fixing 250A capacity four pole ON-load panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 1.00 Each

136 SOR 2.4.9 Providing and fixing 63A, rating and 16ka.breaking capacity MCCB (TP) in made of existing1.6mm thick sheet steel enclosure duly painted with powder coating, wall straps cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 10.00 Each

137 SOR 2.12.2 Supptying and fixing 32A rating, 240 volts, SPN "C"curve, miniature circuit breaker suitable for inductive loads of two poles in the existing panel complete with connections, testing and commissioning etc. as required' 2.00 Each

138 SOR 2.12.4 Supplying and fixing 32A 10KA rating, four pole, 415V isolator in the existing panel complete with connections, testing and commissioninq etc. as required. 1.00 Each

139 SOR 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. 1.00 Each

140 SOR 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 asrequired. 1.00 Each

141 SOR 2319 Providing and fixing slector switch for analog ammmeter as per require load in amps on front side in excluding cubical panel as required. 2.00 Each

142 2318 SOR Providing and fixing Pilot lamp for indicator on front side in excluding cubical panel as required. 3.00 Each

143 SOR 2.20 Providing and fixing M.V danger notice plate of 200mmx150mm made of mild steel at least 2mm thick, vitreius enameled white on both side and with inscription in singale red colour on front side in excluding cubical panel as required. 1.00 Each

144 SOR 2.20 Providing and fixing wall mounting iron sheet cubical panel board, fabricated with 16 SWG guage Iron sheet, sutable size for panel mounted disconnector, including, busbar chamer, insulator, nut-bolt and painting etc. as per require. size made 6'-0''x 4'-0''x12''=24 SQ. FT. 24.00 SQ. FT

SUPPLY & MAKING OF EARTHPITS

145 S.O.R 3.13 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth inspection pit etc. as required. OR Supply, Fixing & Hole cutting in earth as per drawing of (CU) (600mm X 300mm X 3mm) plate electrode earth, all complete as per specifications and drawings attached.(1No. EARTH for UPS Main nutral only.) -The rate shall be inclusive of submission of TEST REPORT (2 Ohm) of each earth pit. -Coution Note -The rate shall be inclusive of submission of TEST REPORT (2 Ohm) of each earth pitand TESTING shall be carried out in front of Officials / Consultant. 4.00 Each

146 SOR 3.17 Supplying and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 65.00

SUPPLY OF FIXTURES & FANS

147 2. 5.4 SOR Supplying and fixing replaceable compact commercial batten suitable for Singal TB LED tube complete with 20 watt LED polycarbonate TB tube with built in driver etc. directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. asrequired. 128.00 Each

148 5.8 SOR Supplying and fixing reces 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.

5.7.3 12 watt 24.00 Each

149 8.15 SOR 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. 64.00 Each

150 8.17 SOR Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required.

8.17.1 300 mm sweep 24.00 Each

151 6.1.4 SOR Supplying and fixing of 9/10 watt LED lamp types lamp in the existing electrical fitting/ fixtures etc. as required 136.00 Each

SUPPLY & LAYING MAIN & SUBMAIN OF CABLE )

152 SOR 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.

7.7.16 300 sq. mm, 3.5 core 80.00 Metre

153 SOR 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.

7.1.4 Above 185 sq. mm and upto 400 sq. mm 65.00 Metre

DATA CABLE FOR COMPUTER WIRING)

154 MR. S/I/T/Commissioning of 6 Kva UPS- PRIMARY & SECONDARY consist of:-40Amps SPN incomer MCB with 60 amps TPN conecter and outgoing 2 Nos 25Amps SPN power socket in MS Enclosure box as required, all complete as per instructions of Bank / Architect. 1.00 Set.

155 MR. Supply and fixing 63 Amps phase slector switch-1nos. ( make-KEC, L&T or Grafe ) for analog with light point bus-bar as per require load of Raw and UPS point in amps on front side in the existing cubical panel board including drilling holes in the panel board, making connection etc as required. 1.00 Set.

156 MR. S/I/T/Commissioning of 2 Meter Patch Cord as required, all complete as per instructions of Bank / Architect. 20.00 Each

157 MR. Supplying/fixing of Cat-6 wire with 20mm. dia PVC/G.I pipe all complete or as per instruction Ele.Er. /Architect 382.00 Metre

158 MR. Supply & Fixing of RJ 45 in I.O. box & jack from Net-working switch Hub in each computer set all complete as per instuction of Ele.Er./Arch. 19.00 Each

159 MR. S/I/T/C of CAT-6- 24 Port Switch.hub-Make-D-LINK. 1.00 Set.

160 MR. S/I/T/C of CAT-9 U Jack Panel set all complete as per instuction of Ele.Er./Arch.. 1.00 Set.

161 MR. S/I/T/C of power line strip with 6nos.5Amp Moudlar type socket from UPS set all complete as per instuction of Ele.Er./Arch.. 1.00 Set.

TALIPHONE CABLING

162 SOR 1.24.6 Supplying and fixing Telephone socket outlet modular switch/socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required.Switch- Finolex, Havell's, L&T) 7 Set.

163 SOR 1.27.1 Supplying and fixing Telephone 1 or 2 modular 75mmx75mm size / modular, GI box along with modular base and cover plate for modular telephone socket and bell push switch in recess etc. as required.Switch- Finolex, Havell's, L&T) 7 Set.

164 SOR 1.27.1 Supplying and fixing Telephone 1 module modular base and cover plate on existing modular telephone socket and bell push switch's GI metal boxes in recess etc. as required.Switch- Finolex, Havell's, L&T) 7 Set

165 SOR 1.16.2 Supplying and drawing two pair 0.5 sq. mm Two pair FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface / recessed PVC conduit as required.Wire Finolex, Havell's, L&T) 128 Mtr.

166 Carriage of Materials

i Bricks (7+1 km) 226204.00 nos

ii Stone Chips 802.68 cum

iii Coarse Sand 670.50 cum

iv Local Sand (2P+1K) 264.17 cum

v Cement(3P) 765.26 MT

vi Steel (3P) 111.33 MT

167 Extra Cost Of Material

i cement 765.26 cum

ii bricks 226.20 Th.

168 Add seigniorage Charge

i Earth for making Bricks 226204.00 nos

ii Stone Chips 20 mm 602.01 cum

iii Stone Chips 10 mm 197.54 cum

iv Coarse Sand 670.50 cum

v Local Sand 264.17 cum

170 Seigniorage Charge 10% of cost of minor mining materials of Total (X)

171 Total ( E )

172 ADD TOTAL ( A ) + TOTAL ( B ) + TOTAL ( D ) TOTAL ( F )

173 Multiplying factor 1.0536for 18% GST (instead of 12% GST as per BCD Analysis 2022) ON ITEM @ TOTAL ( F ) TOTAL ( G )

174 ADD TOTAL ( C + E ) TOTAL ( H )

175 ADD TOTAL ( G ) + TOTAL ( H ) TOTAL ( J )

176 COMPREHENSIVE FACILITY MANAGEMENT @ 2.5 % PER ANNUM FOR 5 YEARS (ON TOTAL J) TOTAL ( K )

177 ADD TOTAL ( J ) + TOTAL ( K ) TOTAL ( L )

ABSTRACT OF COST FOR FIRE FIGHTING

CONSTRUCTION OF PROPOSED BRPNNL - PATNA- 1 - BUILDING ( G+2 ) IN THE CAMPUS OF BRPNNL , PATNA

S. NO. Ref Item of Work Quantity Unit Rate (Rs.) Amount (Rs.)

BCD 2022 SCHDULED ITEMS (FIRE FIGHTING WORK

1 4.1 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)d) Suitable cement concrete foundation duly plastered and with anti vibration pads.900 lpm at 35 m Head 1 Nos 100010.00 100010.00

2 5.1 Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as requiredElectricalControl Panel for Terrace PumpJockey Pump 63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. 1 Nos 248187 248187.00

3 7 Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :

i 7.1 25 mm dia(Tata/Jindal/Nezon) 70 Mtr 359 25130.00

ii 7.3 40 mm dia(Tata/Jindal/Nezon) 50 Mtr 509 25450.00

iii 7.4 50 mm dia(Tata/Jindal/Nezon) 40 Mtr 646 25840.00

iv 7.5 65 mm dia(Tata/Jindal/Nezon) 30 Mtr 832 24960.00

v 7.6 80 mm dia(Tata/Jindal/Nezon) 18 Mtr 951 17118.00

vi 7.7 100 mm dia(Tata/Jindal/Nezon) 30 Mtr 1445 43350.00

4 10.2 Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/ Stainless Steel cap and chain as requiredHydrant ValveSingle headed Stainless steel 2 Nos 5722 11444.00

5 11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

i 11.4 Butterfly Valve80 mm dia 2 Nos 4588 9176.00

ii 11.5 Butterfly Valve100 mm dia 4 Nos 6056 24224.00

6 14 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required

i 14.4 Non Return Valve80 mm dia 2 Nos 7287 14574.00

ii 14.5 Non Return Valve100 mm dia 4 Nos 10478 41912.00

7 15 Providing, installation, testing and commissioning of stainless steel Ystrainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.

15.2 Y Strainer 100 mm 1 Nos 6048 6048.00

8 16 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required

16.2 RRL Hose Pipe with SS male female Coupling 15 mtrs(Safe fire) 4 Nos 4445 17780.00

9 17 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metalvalve & M.S. Pipe and socket."

17.1 First Aid Hose Reel 20mm high pressure pipe 30 mts long including shutfnozel 15 mm bore(Safe fire) 2 Nos 7920 15840.00

10 18 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required

18.2 Stainless steel (Grade 304) 4 Nos 1631 6524.00

11 19 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required

19.1 Two Way-100 mm dia(Safe fire) 1 Nos 6331 6331.00

12 20 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 1 Nos 17707 17707.00

13 21 Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories

21.1 Pendent type Sprinkler (TYCO / HD) UL Listed 18 Nos 408 7344.00

14 22 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required 1 Nos 1442 1442.00

15 25 Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets,center bracket, stockbar of following sizes complete as required

25.2 25mm Flexible with all fittings.1000 mm (UL Listed) 18 Nos 1475 26550.00

16 29 Providing, installation, testing & commissioning of adjustable rosette plate for 15mm dia in white finish UL Listed or FM approved complete as required. 18 Nos 167 3006.00

TOTAL (A) 719947.00

17 M.R Pressure Gauge 14 kg 4 Nos 2000 8000.00

18 M.R Hose Box 600 X 600 X 250 Single Dore 3 Nos 2200 6600.00

19 M.R Ball valve 25 mm dia 3 Nos 950 2850.00

20 M.R Ball valve 3/8 dia 4 Nos 950 3800.00

21 M.R Air Release Valve 2 Nos 1700 3400.00

22 M.R ABC Powder Type Fire Extinguisher- 6 KG (Safe fire / Fire Tips) 12 Nos 7500 90000.00

23 M.R CO2 (Gas)- 4.5 KG(Safe fire / Fire Tips) 6 Nos 1200 7200.00

24 M.R 2core 1.5 sqm. Copper Cable Wire with allnecessary fittings. 200 Mtr 150.00 30000.00

TOTAL (MARKET ITEMS) 151850.00

GST 18% @TOTAL (MARKET ITEMS)) 27333.00

CONTRACTOR PROFIT @ 15% OF MARKET ITEMS 22778.00

TOTAL (B) 201961.00

GRAND TOTAL(A+B) 0.00

Detailed Estimates for

SEPTIC TANK FOR PROPOSED RESIDENTIAL BUILDING ( 3 BHK ) FOR TEACHING STAFF PATNA UNIVERSITY , BIHAR

SOR BCD-Ref.2022 Item of Works Nos Length Width Height Quantity Unit Rate Amount

2.8.1 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.All Kinds of soil

Excavation work For Foundation (150 mm both side actual size of foundation)

Septic tank 1 4.800 2.900 2.700 37.584 cum

Inlet & Outlet 2 1.500 1.000 0.800 2.400 cum

Total 39.984 cum

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

Septic tank 1 1.000 2.900 0.150 0.435 cum

Septic tank 1 1.800 2.900 0.237 1.237 cum

Septic tank 1 1.750 2.900 0.150 0.761 cum

Inlet & Outlet 2 1.500 1.000 0.150 0.450 cum

Total (B) : 2.883 cum

Total Qty (A+B) : 2.883 cum 287.30 828.00

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 building specifications and direction of E/I

Septic tank 1 1.000 2.900 2.900 sqm

Septic tank 1 1.800 2.900 5.220 sqm

Septic tank 1 1.750 2.900 5.075 sqm

Inlet & Outlet 2 1.500 1.000 3.000 sqm

Total 16.195 sqm

CEMENT CONRETE WORK & REINFORCED CEMENT CONCRETE WORK

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)

Septic tank 1 1.000 2.900 0.100 0.290 cum

Septic tank 1 1.800 2.900 0.100 0.522 cum

Septic tank 1 1.750 2.900 0.100 0.507 cum

Inlet & Outlet 2 1.500 1.000 0.100 0.300 cum

Total 1.620 cum

5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work up to plinth level.

5.1.1 1:1:2(1 cement: 1 coarse sand:2 graded stone aggregate 20 mm nominal size)

SEPTIC TANK COL 4.00 0.250 0.250 2.500 0.625 cum

SEPTIC TANK BASE 1.00 1.000 2.900 0.150 0.435 cum

Total 5.092 cum

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

RCC Work kg/cum Vol cum KG 16 MM 12 MM 8MM

10MM 20MM 25 mm

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

5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roofs, landings, balconies and access platform.

Septic Tank Slab 1.00 4.500 2.600 11.700 sqm

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

SEPTIC TANK COL 4.00 1.000 2.500 10.000 sqm

Total 15.150 sqm

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 )

Brick Work Upto Plinth lvl.

Total 31.211 sqm

13.13.4 1:6(1 cement :6 coarse sand)

septic tank 2 4.000 2.100 16.800 sqm

Total 28.050 sqm

13.26 Neat cement punning

Total 28.050 sqm

Calculation for material Statement

Item Qty Unit cement S Chips Sand Brick L.Sand

MT cum cum nos cum

Local sand filling 2.883 cum 2.88

Brick Flat Soling 16.195 sqm 522.0 0.24

Stone/Tile Floor 0.000 sqm 0.000 0.000

20 mm plaster 1:4 28.050 sqm 4.208 0.561

12 mm plaster 1:4 0.000 sqm 0.000 0.000

6 mm plaster 1:4 0.000 sqm 0.000 0.000

cement punning 28.050 sqm 0.062 0.000

Carriage of Materials

2 Stone Chips 5.851 cum 2692.18 15751.00

3 Coarse Sand 5.574 cum 1465.92 8170.00

4 Local Sand (2P+1K) 3.127 cum 310.47 971.00

Total 204,132.85

Multiplying factor 1.0536 for 18% GST (instead of 12% GST as per BCD Analysis 2022) Sub Total (A) 215,074.37

Add seigniorage Charge

1 Earth for making Bricks 4377.000 Nos 5.55 24,270.00

2 Stone Chips 20 mm 4.344 cum 595.36 2,586.00

3 Stone Chips 10 mm 1.426 cum 657.91 938.00

4 Coarse Sand 5.574 cum 175.80 980.00

5 Local Sand 3.127 cum 141.85 444.00

Total (Y) 29,218.00

Seigniorage Charge 10% of cost of minor mining materials of Total (X) 2,922.00

Total (B) 2,922.00

SUB Total(A+B) : 217996.00