Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID

Name of the Package Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID

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पावर ग्रिड कारपोरेशन ऑफ इण्डिया लिमिटेड

(भारत सरकार का उद्यम)

Power Grid Corporation of India Limited

(A Government of India Enterprises)

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID

Enter the following details of the bidder

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Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID

Schedule-I of Price Bid

Name of the bidder 0 To,

Address 0 Contracts and Materials Department

0 POWER GRID CORPORATION OF INDIA LIMITED

0 VIDYUT BOARD COLONY, SHASTRINAGAR, PATNA-23

Sl. No. Name of Work Description Total Cost Estimate

A Civil works As given in subsequent sheets "CIVIL" 31,988,574.81

B Electrical works As given in subsequent sheets "ELECTRICAL" 1,557,145.38

C PHE, SEPTIC TANK AND RWH As given in subsequent sheet "PHE, SEPTIC TANK AND RWHL" 3,419,173.96

LANDSCAPING As given in subsequent sheet "LANDSCAPING" 122,001.42

D RCC ROAD As given in subsequent sheet sheet "RCC ROAD 3,497,728.44

Total amount for the work "Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID. " 40,584,624.01

Above (+)and below (-)(in %): To be quoted by bidder 0.00%

Quoted Price 40,584,624.01

GST (in percentage )@ 18.00% on Quoted Price 7,305,232.32

Total amount including taxes 47,889,856.33

Note: If any part of price which required to be filled by bidder kept blank, the bid price shall be considered as inclusive and evaluation shall be done accordingly

Date 0 Printed name 0

Place 0 Designation 0

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID

Name of the bidder 0 To,

Address 0 Contracts and Materials Department

0 POWER GRID CORPORATION OF INDIA LIMITED

0 VIDYUT BOARD COLONY, SHASTRINAGAR, PATNA-23

We declare that following are our Total Bid Prices in Rupees for the expenditure incurred for the entire scope of work as specified in the specifications and documents. We have indicated Total Estimated Cost as indicated in the "Bill of Quantity(BOQ) & Prices" covering entire scope of works enclosed herewith as Schedule-I.

I Total for Installation/Services as per Schedule-I 40,584,624

II Total GST on services/Installation as per Schedule-I 7305232.32

III Toal BID Price including all taxes 47889856.33

Date 0 Printed Name 0

Place 0 Designation 0

SL.NO ITEM CODE DESCRIPTION UNIT RATE Rate QTY. AMOUNT

1 2.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

2 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 0.00 0.00

3 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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. 0.00 0.00

4 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering ,lead up to 50 m and lift upto 1.5 m. Cum 196.00 166.10 1515.67 251755.40

5 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 0.00 0.00

6 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. cum 2123.75 1799.79 1454.38 2617577.99

7 2.34 Supplying chemical emulsion in sealed containers including delivery as specified. 0.00 0.00

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litres 234.75 198.94 465.76 92658.65

8 2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 0.00 0.00

2.35.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: 0.00 0.00

2.35.2.1 With chlorpyriphos E.C. 20% with 1% concentration metre 53.45 45.30 141.67 6417.17

2.35.3 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: 0.00 0.00

2.35.3.1 With Chlorpyriphos EC 20% with 1% concentration sqm 310.05 262.75 809.68 212746.89

9 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 0.00 0.00

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) cum 7878.50 6676.69 107.42 717219.43

10 4.3 Centering and shuttering including strutting, proping etc. and removal of form work for: 0.00 0.00

4.3.1 Foundations, footings, bases for columns Sqm 392.15 332.33 51.58 17140.78

11 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). Sqm 495.75 420.13 42.20 17729.91

12 4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. per 50 kg cement 18.15 15.38 13.50 207.72

13 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. sqm 749.30 635.00 60.94 38695.31

14 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) cum cum 9045.75 7665.89 249.87 1915475.89

15 5.2.2 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. above plinth level up to floor five level excluding cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement:1.5 coarse sand(Zone-III) derived from natural sources :3 graded stone aggregate 20mm nominal size derived from natural sources ) cum 10852.95 9197.42 65.66 603902.29

16 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope up to 15, landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centring, shuttering, finishing and reinforement with 1:1.5:3(1 cement:1.5 coarse sand (Zone-III) derived from natural sources :3 graded stone aggregate 20mm nominal size derived from natural sources ) cum 10719.30 9084.15 239.55 2176108.74

17 5.9 Centering and shuttering including strutting, propping etc. and removal of form for: 0.00 0.00

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 392.15 332.33 155.31 51612.59

5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 842.50 713.98 30.00 21419.49

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 927.25 785.81 696.02 546933.38

5.9.4 Shelves (Cost in situ) sqm 927.25 785.81 9.69 7610.78

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 736.40 624.07 1146.63 715574.73

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 961.30 814.66 888.31 723672.45

5.9.7 Stairs, (excluding landings) except spiral-staircases sqm 764.95 648.26 100.26 64992.94

5.9.14 Extra for shuttering in circular work (20% of respective centering and shuttering items) 0.00 0.00

5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. sqm 392.15 332.33 146.60 48719.69

5.9.16 Edges of slabs and breaks in floors and walls. 0.00 0.00

5.9.17 Cornices and mouldings sqm 856.80 726.10 203.303 147618.65

5.9.19 Weather shade, Chajjas, corbels, etc. including edges. sqm 951.10 806.02 28.077 22630.13

17 5.11 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). 0.00 0.00

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) sqm 384.30 325.68 1048.073 341334.40

18 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 0.00 0.00

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 107.85 91.40 30515.63 2789077.25

19 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 0.00 0.00

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 107.85 91.40 54228.40 4956384.21

20 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 0.00 0.00

6.1.2 Cement mortar 1:6(1 cement:6 coarse sand) cum 7132.25 6044.28 45.09 272532.91

21 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 0.00 0.00

6.4.2 Cement mortar 1:6(1 cement:6 coarse sand) cum 9105.95 7716.91 111.52 860611.49

22 6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. sqm 865.66 733.61 13.87 10172.24

23 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : 0.00 0.00

6.12.2 Cement mortar 1:4 (1 cement: 4 coarse send) sqm 905.05 766.99 23.64 18128.61

24 6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 0.00 0.00

6.13.2 Cement mortar 1:4 (1 cement: 4 coarse send) sqm 1123.80 952.37 486.08 462931.20

25 6.15 Extra for providing and placing in position 2 nos. 6mm dia, MS bars at every third course of half brick masonry sqm 104.80 88.81 509.72 45269.86

26 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 0.00 0.00

27 9.21 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 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 0.00 0.00

9.21.1 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws. sqm 2392.65 2027.67 28.42 57632.86

28 9.26 Extra for cutting rebate in flush door shutters {total area of the shutter to be measured) sqm 106.70 90.42 21.68 1960.75

29 9.53 providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bots,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) each 228.85 193.94 66.00 12800.08

30 26.86 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 fibers (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/mm2, modulus of elasticity 900 N/mm2 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 0.00 0.00

complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 0.00 0.00

31 26.88 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type 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 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star 0.00 0.00

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) 0.00 0.00

32 9.48 Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S flats, square or round bars etc. including priming coat with approved steel primer all complete. 0.00 0.00

9.48.2 Fixed to openings / wooden frames with rawl plugs screws etc. Kg 238.35 201.99 1356.99 274100.53

33 9.71 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 0.00 0.00

34 9.75 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 0.00 0.00

35 9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 0.00 0.00

36 9.92 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 0.00 0.00

37 9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. Each 121.65 103.09 35.00 3608.26

38 9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Each 998.35 846.06 14.00 11844.83

39 9.147A Providing and fixing factory made uPVC glazed /wire mesh windows/doors comprising of lead free uPVC multi-chambered frame,sash and mullion/coupler (where ever required) extruded profiles having minium wall thickness of 1.70 mm for series R1 and R2 profiles and 2.10 mm for series R3 and R4 profiles confirming to EN : 12608 in any shape, colour and design duly reinforced with galvinised mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads ,interlocks Inline sash adaptor(where ever required) of appropriate dimension,EPDM gasket,hardware,SS 304 grade fastners of minium 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for mixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame,sash and mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners,including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjasent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD Specification and direction of Engineer -in-charge. Section of steel reinforcement and cross section of uPVC profiles to be as per design approved by Engineer -in-charge.Wire mesh/Glazing of plain/toughened/laminated/ double glass unit with/ without high performance coating as per design requirements and conforming to IS : 3548 & IS : 16231 shall be paid separately. Note :- Structural design proof checked from a Government Engineering Institute,to be provided by the manufacturer for : 0.00 0.00

(i) Sites with basic wind speed > 45 m /sec as per IS : 875-Part 3 (ii) Sites with structure height more than 20m for all wind speeds 0.00 0.00

9.147.A1 Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 0.00 0.00

9.147.A1.2 Using R3 series with frame (55 mm & above) X (40 mm & above) & Sash (30 mm & above) X (55 mm & above) with Zinc alloy (Zamak) power coated handle on every panel along with multi-point locking system (Height up to 1.8 metre) sqm 8799.25 7456.99 33.20 247587.03

9.147.A1.3 Using R4 series with frame (64 mm & above) X (45 mm & above) & Sash (44 mm & above) X (55 mm & above) with Zinc alloy (Zamak) power coated handle on every panel along with multi-point locking system (Height above 1.8 metre) sqm 9628.60 8159.83 28.48 232386.87

40 21.3 Providing and fixng 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): 0.00 0.00

21.3.2 With glass panes of 5 mm thickness(weight not less thar 12.5 kg/sqm) Sqm 1505.25 1275.64 50.00 63781.78

Deduct EPDM rubber/neoprene gasket Sqm -143.00 -121.19 50.00 -6059.32

41 10.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. sqm 11439.60 9694.58 18.052 175004.07

42 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. each 220.65 186.99 31.000 5796.74

43 10.28 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 fasteners , 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Kg 772.40 654.58 796.610 521442.00

44 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 0.00 0.00

8.2.2 Granite stone slab colour black, Cherry/Ruby red 0.00 0.00

8.2.2.2 Area of slab above 0.50 sqm sqm 5136.30 4352.80 9.02 39240.46

45 8.4 Extra for fixing marble/granite stone over and above coresponding basic ite, in facia and drops of width upto 150 mm with expoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete. m 568.55 481.82 12.02 5791.50

46 8.5 Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform. Vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing,moulding and polishing of cut edges etc. complete. each 978.70 829.41 8.00 6635.25

47 11.55 Providing and laying flamed finish 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 20mm(avearage) 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 : 0.00 0.00

11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. sqm 3186.70 2700.59 189.32 511281.98

48 11.56 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. 0.00 0.00

11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent sqm 4481.30 3797.71 59.99 227806.85

49 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 0.00 0.00

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 614.20 520.51 68.44 35624.13

50 11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 0.00 0.00

51 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.(Unpolished) 0.00 0.00

52 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. 0.00 0.00

53 11.41A.2.2 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified floor tiles polished finished of size(FLOORING AND SKIRTING BOTH) 0.00 0.00 SKIRTING TILE SIZE 600X1200 MM NOT AVAILABLE IN DSR23 hence considered along with floor tiles.

55 Analysed on basis of DSR-23 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering , taxes , royalty as per building specification of E/I , sqm 551.32 467.22 1238.54 578671.15

56 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate of 20mm nominal size) over P.V.C sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3(1 cement: 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. Each 298.25 252.75 8.00 2022.03

57 12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 0.00 0.00

12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. sqm 2215.15 1877.25 608.34 1142011.29

58 8.14 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 0.00 0.00

8.14.1 Red sand stone - exposed face fine dressed with rough backing. 0.00 0.00

59 8.15 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. per kg 714.40 605.42 7.19 4354.09

60 8.16 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. each 43.90 37.20 77.00 2864.66

61 13.4 12mm cement plaster of mix: 0.00 0.00

62 13.5 15mm cement plaster on the rough side of single or half brick wall of mix: 0.00 0.00

63 13.6 20mm cement plaster of mix: 0.00 0.00

64 13.16 6mm cement plaster to ceiling of mix: 0.00 0.00

65 13.23 Extra for plastering on circular work not exceeding 6 m in radius: 0.00 0.00

66 13.24 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: 0.00 0.00

67 13.21 Extra for providing and mixing water proofing material in cement per bag of plaster work in proportion recommended by the manufacturers. per bag of . 50kg cement used in the mix 22.10 18.73 222.83 4173.29

68 13.85 Applying primer coats with primer of approved brand and manufacture , having low VOC (Volatile Orginic Compound) content. 0.00 0.00

13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50grams/litre sqm 73.95 62.67 2246.74 140801.79

69 13.83 Wall painting with premium acrylic emulsion paint of interior grade,having VOC (Volatile Orginic Compound) content less than 50grams/litre of approved brand and manufacture,including applying additional coats wherever required to achieve an even shade and colour. 0.00 0.00

70 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sqm 156.05 132.25 3555.94 470258.46

71 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 0.00 0.00

13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) sqm 171.10 145.00 1309.21 189835.11

72 13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 0.00 0.00

13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture Sqm 226.25 191.74 88.76 17018.41

73 5.30 Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections. Metre 78.40 66.44 126.37 8396.11

74 22.14 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size cum 8042.3 6815.51 40.22 274119.75

14.91 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. 3 mm thick sqm 560.95 475.38 804.38 382387.26

14.92 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. sqm 88.9 75.34 804.38 60601.17

12.19.1 Providing and laying brick tiles over mumty roof grouted with cement mortar 1:3 (1 cement:3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 (1 cement:3 fine sand) and finished neat With common burnt clay F.P.S( non modular) brick tiles of class designation 10 sqm 607.4 514.75 804.38 414051.20

75 MR Providing and fixing precast RCC post railing @ 250mm centre to centre having 0.76 metre height with bottom and top size of 150X100 mm and centre portion of cornice and moulding pattern including 2 nos of 6 mm mild steal rod inside of RCC post, all taxes, royalty all complete as per building specification and direction of E/l, Sqm 2250.01 1906.79 15.65 29838.18

76 MR Providing and fixing 1mm thick Glossy sunmica over flush door shutters .(Flush door shutter to be paid separately) Sqm 1919.70 1626.86 80.79 131441.58

77 MR Providing and fixing 6mm thick ply board on wooden frame of door .(Door frame to be paid separately) Sqm 1673.30 1418.05 12.48 17695.86 ANALYSIS AND MARKET RATE ATTACHED.

78 MR Providing and fixing 12mm thick Austin Gold ply board on wooden frame of door .(Door frame to be paid separately) Sqm 2261.50 1916.53 8.76 16797.77

79 Analysed on basis of DSR-23 Providing & fixing galvanished Wire mesh (Rabbit) in 125 mm wide strip with average width of aperture 1.18 mm and nominal dia of wire 0.556 mm at acs junctions of R.C.C column, beam with Brick work before plaster work. Sqm 431.08 365.32 127.48 46571.71

26.71.2 KProviding and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ? 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 26.27.2 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) sqm Sqm 2671.2 2263.728814 460.00 1041315.25

ABSTRACT OF COST

INTERNAL ELECTRIFICATION OF

I. ELECTRICAL WORKS

SL. NO. DIFFERENT HEADS OF WORK AMOUNT IN RS. REMARKS

1 Sub Head - I (WIRING ) 765596.43 Based on Schedule of Rates ( E & M) 21-22 Government of Delhi DJB

2 SUB HEAD - II (SUPPLY OF FIXTURES & FANS) 448188.40 Based on Schedule of Rates ( E & M) 21-22 Government of Delhi DJB

3 SUB HEAD - III (DISTRIBUTION BOARDS & PANELS) 253141.80 Based on Schedule of Rates ( E & M) 21-22 Government of Delhi DJB

4 SUB HEAD - IV (SUPPLY & MAKING OF EARTHPITS 90218.75 Based on Schedule of Rates Government of Bihar (2018)

ESTIMATE OF ELECTRICAL WORKS

SUB HEAD - I (WIRING)

SL. NO. ITEM OF WORK UNIT QTY RATE in INR RATE AMOUNT in INR

1.1.1 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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.1.1 Group A Point 1221 Light / FAN Point

1.7.1 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1.7.1 2X1.5sq.mm-+ 1X 1.5 sq. mm earth wire Metre 327 Mtr. -826 327 291.96 -241162.50

1.7.2 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 369 Mtr. 256 369 329.46 84342.86

1.7.3 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2X4sq.mm+ 1X4 sq. mm earth wire Metre 428 Mtr. 160 428 382.14 61142.86

1.10 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.10.1 Group A Point 1015 0.00 0.00

1.12 Wiring for light) power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. Metre 334 Mtr. 600 334 298.21 178928.57

1.14.1 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.1 2X1.5sq.mm-+ 1X 1.5 sq. mm earth wire Metre 233 Mtr. 876 233 208.04 182239.29

1.14.2 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2X 2.5 sq.mm + 1 X 2.5 sq. mm earth wire Metre 275 Mtr. 479 275 245.54 117611.61

1.18.2 1.18 Supplying and drawing following pair 0.6 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 1.18.2 2 Pair Metre 38 Mtr 445 38 33.93 15098.21

1.24.1 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. 1.24.1 5/6 A switch Each 103 Each 34 103 91.96 3126.79

1.24.2 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.way 5/6 A switch Each 148 Each 46 148 132.14 6078.57

1.24.5 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 6 pin 15/16 A socket outlet Each 197 Each 27 197 175.89 4749.11

1.24.6 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Telephone socket outlet Each 148 Set 9 148 132.14 1189.29

1.18.2 Supplying and drawing following pair 0.6 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 1.18.2 2 Pair Metre 38 Mtr 176 38 33.93 5971.43

1.53 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. Metre 47 Mtr 223 47 41.96 9358.04

1.53.3 3 run of cable Mtr 0 114 101.79 0.00

3.1.1 2 core X 1.5sq.mm ISI marked, FRLS PVC insulated, multi stand twisted cable copper conductor cable for Fire Alarm System etc Mtr 670 37 33.04 22133.93

1.27 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 0.00 0.00

1.28 SSupplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 1.28.1 1 or 2 Module Each 133 1.28.2 3 Module Each 151 1.28.3 4 Module Each 158 1.28.4 6 Module Each 182 1.28.5 8 Module Each 211 1.28.6 12 Module Each 272 0.00 0.00

1.29 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required. Each 358 Each 0 358 319.64 0.00

2.18 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A "C" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. Each 1621 Set 15 1621 1447.32 21709.82

TOTAL SUB HEAD-I 765596.43

SUB HEAD - II (SUPPLY OF FIXTURES & FANS)

SL. NO. ITEM OF WORK UNIT QTY RATE in INR RATE*100/112 AMOUNT in INR

20.2.1 Supply and installation of 300 mm, 230 v A.C. Heavy Duty Exhaust Fans ( adviced flap type ) (900/1440RPM) in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 24 2281.4 2281.4 54753.6 Delhi JAL BOARD 22 10% EXTRA FOR INSTALLATION

20.1.2 Supply, Installation, Testing and Commissioning of 1200 mm sweep, Ceiling Fan suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. approved equivalent. Each 9 1743.5 1743.5 15691.5 Delhi JAL BOARD 23 10% EXTRA FOR INSTALLATION

20.4.1 Supply, Installation, Testing and Commissioning of 400 mm Wall/ Cabin Fan suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. approved equivalent. Each 20 1917.3 1917.3 38346 Delhi JAL BOARD 24 10% EXTRA FOR INSTALLATION

19.8 Supply, Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto LED(COB) Down light with crisp light throw and high CRI., complete with all accessories including connections etc. as required. approved equivalent. 0 0

19.8.2 9 W LED 6500 K Each 885 Each 35 973.5 973.5 34072.5 Delhi JAL BOARD 24 10% EXTRA FOR INSTALLATION

19.8.3 12W LED 6500 K Each 12 1357.4 1357.40 16288.80 Delhi JAL BOARD 24 10% EXTRA FOR INSTALLATION

19.8.4 18W LED 3000 K Each 42 1199 1199.00 50358 Delhi JAL BOARD 24 10% EXTRA FOR INSTALLATION

19.3.1 Supplying, Installation, testing and commissioning wall mounted 20/22W 6500k LED 4 Feet Tube Luminaries batten fitting complete with electronic driver and LED tube etc. direcctly on wall/ceilling including connection wiyh 1.5 sq. mm. FR PVC insulated copper conductor cable and earthing the body etc. as require Each 22 290.4 290.40 6388.80 Delhi JAL BOARD 25 10% EXTRA FOR INSTALLATION

19.10.5 LED Outdoor Luminaries - LED PENDANT HANGING NATURAL LIGHT - 45/55W, New generation energy saving and environmental friendly long life LED street light made up of pressure die cast aluminum housing with high efficient LED as lighting source and PC cover having TOP Opening separate driver compartment with IP66 protection and impact resistance of IK07. Each 44 3840.1 3840.1 168964.4 Delhi JAL BOARD 26 10% EXTRA FOR INSTALLATION

19.10.6 Supply and Fixing of LED Strip light to high glow back side aluminium and PVC covered of design 70W provided by archt. LS 10 5698 5698 56980 Delhi JAL BOARD 27 10% EXTRA FOR INSTALLATION

19.9.3 Supply, Installation ,Testing, Commissioning of LED decorative diffuser zoomer light FLAT 2X2PLR 42/48W Each Each 2 3172.4 3172.4 6344.8

TOTAL SUB HEAD-II 448188.4

SUB HEAD - III(DISTRIBUTION BOARDS & PANELS)

SL. NO. ITEM OF WORK UNIT QTY RATE in INR RATE*100/112 AMOUNT in INR

MR Electrical Panel with 3 Ph meter, cutout, change over provision for Solar/DG - 2/Main from transfermer etc with Suitable MCCB, MCB, changeover with cable 3.5 core (AL.) from Transfermenr - DG - Solar - Changeover etc as per Load calculation and adviced by engg and consultant No. 1 255690.00 216686.44 216686.44 MARKET RATE CONSIDERED WITH 18% GST.

1.2.9.4 Supplying and fixing following way, 4 way ( 4 + 12 ), double door horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) Each 8 2388 2132.14 17057.14

31.57 06A/10A/16A/20A, Supplying & fixing suitable size GI box with modular plateand cover in front on surface or in recess including providing and fixing dular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required (Light & Power) Each 34 639 570.54 19398.21

TOTAL SUB HEAD-III 253141.80

SUB HEAD - IV (SUPPLY & MAKING OF EARTHPITS)

SL. NO. ITEM OF WORK UNIT QTY RATE-Rs. RATE*100/112 AMOUNT-Rs

1.3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth inspection pit etc. as required. -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. Each 4 16586 14808.93 59235.71

2.3.13 Supplying and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15 mm dia G.I. pipe from earth electrode including connecion with copper thimble excavation and refilling etc. as required. Mtr. 129 269 240.18 30983.04

TOTAL SUB HEAD-IV 90218.75

BASED ON DSR. DELHI SCHEDULE OF RATES (VOL-2) FROM 2023/MR

SL.NO. DESCRIPTION UNIT QTY. RATE Rate AMOUNT

A SANITARY INSTALLATION

1 MR Providing & fixing wall wall hung w.c with UF soft close set over hinges assecerries set size 360x500x380 mm,Jaquar ,cat.no -LYS - WHT -38953BIUFSM. & Concealed Single piece slim concealed cistern cat.no -JCS - WHT -2400WS.with Flusing Control plate cat.no -JCP -CHR -372415.all complete. specification and direction of Engineer-in-charge. OR EQUIVALENT Each 1.00 28891.99 24484.74 24484.74

2 DSR. 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 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: 0.00 0.00

17.1.1 White Vitreous china Orissa pattern W.C pan of size 580 x 440 mm with integral type foot rests. Each 2.00 6767.40 5735.08 11470.17

3 DSR 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lif, 10 litre low level white vitreous china flushing cistern & C.P flush bend with fittings & C.I brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required: 0.00 0.00

17.3.1 W.C pan with ISI marked white solid plastic seat and lid Each 8.00 8006.60 6785.25 54282.03

4 DSR 17.80 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. Each 8.00 7979.20 6762.03 54096.27

5 DSR 8.10 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50 cm deep and 1.8cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. 0.00 0.00

8.10.1 White Agaria Marble Stone Sqm 2.25 3500.45 2966.48 6674.59

6 MR Providing and fixing counter basin size- (mm) 195x560x430 (Jaquar,CAT NO- FLS-wht-5701) including fixing and all accessories as per manufacturers specification and direction of Engineer-in-charge.(STOP COCK, PILLAR COCK, WASTE COUPLING, CP BOTTLE TRAP AND WALL CONNECTION. Each 9.00 12454.75 10554.87 94993.84

7 DSR 17.7 Providing and fixing wash basin with C.I brackets, 15mm C.P brass pillar taps, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 0.00 0.00

17.7.1 White Vitreous China Wash basin size 630x450mm with a pair of 15mm C.P brass pillar taps. Each 3.00 2648.85 2244.79 6734.36

8 DSR 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required: 0.00 0.00

17.10.2 Kitchen sink without drain board 0.00 0.00

9 DSR 17.28 Provding and fixing PVC waste pipe for sink & wash basin including PVC waste fittings complete 0.00 0.00

17.28.1 Semi rigid pipe 0.00 0.00

10 DSR 17.31 Provding and fixing 600X450mm beveled edge mirror of superior glass complete with 6mm thick hard board ground fixed to wooden cieats with CP brass screws & washers complete. Each 12.00 1607.95 1362.67 16352.03

11 DSR 17.71 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm 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. Each 12.00 168.35 142.67 1712.03

12 DSR 17.72 Providing and fixing PTMT towel ring trapezodial shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms. Each 9.00 231.95 196.57 1769.11

13 DSR 17.34 Provding and fixing Toilet Paper.holder 0.00 0.00

17.34.2 Vitreous china Each 9.00 546.35 463.01 4167.08

14 DSR 17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 0.00 0.00

17.70.1 Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260 gms. Each 3.00 367.10 311.10 933.31

15 MR Provding and fixing PVC Soil ,Waste & vent pipes all complete 0.00 0.00

16 MR Provding and fixing PVC fittings all complete as/specification & directionof E/I 0.00 0.00

110 mm vent cowel Each 1.00 81.00 68.64 68.64

110 mm plain bend Each 19.00 225.00 190.68 3622.88

110 X 110 mm dia plain tee Each 3.00 323.45 274.11 822.33

110 mm pipe clip Each 3.00 51.80 43.90 131.69

40 mm plain tee Each 20.00 74.95 63.52 1270.34

B WATER SUPPLY 0.00 0.00

17 DSR 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. 0.00 0.00

Internal work - Exposed on wall 0.00 0.00

18.7.2 20 mm Nominal outer dia pipes Metre 25.00 335.00 283.90 7097.46

18.7.3 25 mm Nominal outer dia pipes Metre 42.00 401.55 340.30 14292.46

18.7.4 32 mm Nominal outer dia pipes Metre 21.00 518.75 439.62 9231.99

18.7.5 40 mm Nominal outer dia pipes Metre 22.00 702.95 595.72 13105.85

18.7.6 50 mm Nominal outer dia pipes Metre 35.00 934.15 791.65 27707.84

18 DSR 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. 0.00 0.00

Concealed work, including cutting chases and making good the 0.00 0.00

18.8.2 20 mm Nominal outer dia pipes Metre 40.00 537.60 455.59 18223.73

18.8.3 25 mm Nominal outer dia pipes Metre 20.00 627.25 531.57 10631.36

18.8.4 32 mm Nominal outer dia pipes Metre 10.00 739.30 626.53 6265.25

19 DSR 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 0.00 0.00

External work 0.00 0.00

18.9.5 40 mm nominal outer dia pipes Metre 30.00 563.05 477.16 14314.83

20 DSR. 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality. 0.00 0.00

18.17.1A 20 mm Nominal bore Each. 5.00 539.95 457.58 2287.92

21 DSR 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions. 0.00 0.00

22 DSR 18.19 Providing and fixing gun metal non-return valve of approved quality. 0.00 0.00

18.19.3 40 mm nominal bore 0.00 0.00

23 DSR 18.46 Providing and fixing G.I. union in G.I.pipe including cutting and threading the pipe and making long screws etc. 0.00 0.00

18.46.2 20 mm dia. Nominal bore Each. 5.00 346.80 293.90 1469.49

18.46.3 25 mm dia. Nominal bore Each. 4.00 439.25 372.25 1488.98

18.46.4 32 mm dia. Nominal bore Each. 2.00 489.05 414.45 828.90

18.46.5 40 mm dia. Nominal bore Each. 2.00 631.30 535.00 1070.00

18.46.6 50 mm dia. Nominal bore Each. 5.00 823.80 698.14 3490.68

C.P. BRASS FITTINGS 0.00 0.00

24 DSR 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS :8931. 0.00 0.00

25 DSR 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 0.00 0.00

26 DSR 18.53 Providing and fixing C.P brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 0.00 0.00

27 DSR 18.58 Providing and fixing PTMT grating of approved quality and colour. 0.00 0.00

18.58.1 Circular type 0.00 0.00

28 DSR 18.33 Constructing masonry Chamber 60 x 60 x 75 cm inside, in brick work in cement mortar 1:4(1 cement: 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c necesary 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: 0.00 0.00

18.33.1 With common burnt clay F.P.S (non modular) bricks of class designation 100 A Each 1.00 10862.40 9205.42 9205.42

29 DSR 18.48 Providing and placing on terrace polythethylene 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. (5000x2 = 10000) per litre 10000.00 11.00 9.32 93220.34

C DRAINAGE 0.00 0.00

30 DSR 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m: 0.00 0.00

2.10.1 All kinds of soil 0.00 0.00

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Metre 55.00 352.15 298.43 16413.77

31 DSR 19.01 Providing, laying and jointing glazed stoneware pipes class SP-1 'A' with stiff mixture of cement mortar in the proportion of 1:1(1 cement: 1 fine sand) including testing of joints etc. complete. 0.00 0.00

32 DSR 19.02 Providing and laying cement concrete 1:5:10( 1 cement: 5 coarse sand:10 graded stone aggregate 40mm nominal size) all-round S.W pipes including bed concrete as per standard design. 0.00 0.00

19.2.2 150mm diameter S.W pipe Metre 9.00 1179.85 999.87 8998.86

33 DSR 19.4 Providing and fixing square mouth SW gully trap grade A complete with CI grating brick masonry chamber with water tight CI cover with frame of 300X300mm size(inside) the wt. of cover to be not less than4.50kg. And frame to not less than 2.70 kg. as/standard design 0.00 0.00

19.4.3 180x150mmsize p type 0.00 0.00

19.4.3.1 With F.P.S. bricks designation 7.5 Each 8.00 2802.15 2374.70 18997.63

34 DSR 19.6 Providing and laying non -pressure NP2 class R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 including testing of joints etc. 0.00 0.00

35 DSR 19.7 Constructing brick masonry manhole in cement mortar 1:4(1 cement: 4 coarse sand) R.C.C top slab with 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregate 40mm nominal size) inside plastering 12mm 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 20mm nominal size) finished with a floating coat of neat cement complete as per standard design: 0.00 0.00

19.7.1 Inside size 90x80cm and 45cm deep including C.I cover with frame (light duty) 455x610mm 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) 0.00 0.00

19.7.1.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Each 2.00 12770.55 10822.50 21645.00

36 DSR 19.8 Extra for depth for manholes 0.00 0.00

19.8.1.1 With F.P.S bricks class designation 75 Metre 0.20 8825.40 7479.15 1495.83

37 DSR 19.30 Constructing brick masonry chamber for underground C.I inspection chamber and bends with 75 class designation bricks in cement mortr 1:4( 1 cement: 4 coarse sand) C.I cover with frame (light duty) 455x610mm 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 ith 1:2:4 mix ( 1 cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size) foundtion concrete 1:5:10( 1 cement: 5 fine sand:10 graded stone aggregate 40mm nominal size), inside plastering 12mm 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: 0.00 0.00

19.30.1 Inside dimensions 455x610mm and 45cm deep for single pipe line: 0.00 0.00

38 DSR 19.31 Extra for depth beyond 45cm of brick masonry chamber: 0.00 0.00

39 DSR 19.32 Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with brick of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 0.00 0.00

40 Derived (Septic Tanks) Supplying materials, labour for constructing Septic Tanks of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge. 0.00 0.00

[6.0 mtr (long) x 2.0 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}] Each 1.00 253049.64 253049.64 253049.64

41 Derived (Harvesting tank & Filtter pit) Rain water harvesting tank (size- 6.0 X 2.0 X 2.1 M. deep + 0.90 M. free board) capacity 25000 LITS. approx & filter pit (size- 1.20 X 0.90 X 1.20 M. deep) each 2.00 524902.02 524902.02 1049804.04

D RAIN WATER PIPE 0.00 0.00

42 DSR 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, 0.00 0.00

43 DSR 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 0.00 0.00

12.42.2 Single pushfit Coupler: 0.00 0.00

12.42.3 Single tee with door 0.00 0.00

44 DSR 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 0.00 0.00

45 DSR 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Each 15.00 54.70 46.36 695.34

E TUBE WELL 0.00 0.00

46 DSR 23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 0.00 0.00

23.1.1 All types of soil 0.00 0.00

47 DSR 23.2 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. 0.00 0.00

23.2.1 All types of soil 0.00 0.00

48 DSR 23.3 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. 0.00 0.00

23.3.1 100 mm nominal size dia Mtrs. 35 672.30 569.75 19941.10

23.3.2 150 mm nominal size dia Mtrs. 20 793.25 672.25 13444.92

49 DSR 23.4 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. 0.00 0.00

23.4.1 100 mm nominal size dia Metre 25 686.55 581.82 14545.55

50 DSR 23.8 Gravels packing in tubewell construction in accordance with IS 4097 including providing graval fine/medium/coarse,in required grading & sizes as per actual requirement,all complete as per direction of Engineer-in charge. cu_m 7 2024.50 1715.68 12009.75

51 DSR 23.12 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. Hrs 36 1085.05 919.53 33103.22

52 DSR 23.13 Providing & fixing suitable size threaded mild steel cap or spot welded plate to the top of borewell housing/ casing pipe ,removable as per requirement,all complete for borewell of, 0.00 0.00

53 DSR 23.14 Providing & fixing MS clamp of required dia to the top of housing/casing pipe of,removable as pe tubewell as per IS;2800(part-I), including necessary bolts & nuts of required size complete 0.00 0.00

54 DSR 23.15 Providing & fixing Bail plug/ bottom plug of required dia to the bottom of pipe assembly as per IS;2800(part-I), 0.00 0.00

55 2.1.2 Establishment of2HP of submersible pump set of approved brand and make, all complete. each 1 72967.40 61836.78 61836.78 DELHI JAL BOARD RATE 10% EXTRA FOR INSTALATION

F TUBE WELL FOR RAIN WATER HARVESTING 0.00 0.00

56 DSR 23.1 Boring/drilling borewell of required dia for casing/strainer pipe by suitable method prescribed in IS:2800(part-I),including collecting sample from different strata,preparing and submitting strata chart/bore log,including hire & running charges of all equipments,tools,plants and machineries required for the job ,all complete as per direction of engineer in charge,upto 90 metre depth below the ground level 0.00 0.00

23.1.1 All type of soil 0.00 0.00

57 DSR 23.3 Supplying,assembling,lowering and fixing in virtical position in borewell ,unplasticized PVC mediumnwell casing (CM) pipe of required dia, confirming to IS:12818,including required hire and labour charges,fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 0.00 0.00

58 DSR 23.4 Supplying,assembling,lowering and fixing in virtical position in borewell ,unplasticized PVC medium well screen (RMS) pipes with ribs , confirming to IS:12818,including required hire and labour charges,fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 0.00 0.00

59 DSR 23.6 Supplying , filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the Recharge Pit,over the existing layer boulders in the required thickness ,for all leads & lifts, . all complete as per direction of Engineer-in-charge cu-m 6.00 1538.25 1303.60 7821.61

60 DSR 23.13 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: 0.00 0.00

61 DSR 23.14 Providing & fixing MS clamp of required dia to the top of housing/casing pipe of,removable as pe tubewell as per IS;2800(part-I), including necessary bolts & nuts of required size complete 0.00 0.00

62 DSR 23.15 Providing & fixing Bail plug/ bottom plug of required dia to the bottom of pipe assembly as per IS;2800(part-I), 0.00 0.00

G DRAINAGE FOR RAIN WATER 0.00 0.00

63 DSR 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m: 0.00 0.00

2.10.1 All kinds of soil 0.00 0.00

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Metre 84.00 352.15 298.43 25068.31

64 DSR 19.6 Providing and laying non -pressure NP2 class R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 including testing of joints etc. 0.00 0.00

65 DSR 19.7 Constructing brick masonry manhole in cement mortar 1:4(1 cement: 4 coarse sand) R.C.C top slab with 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregate 40mm nominal size) inside plastering 12mm 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 20mm nominal size) finished with a floating coat of neat cement complete as per standard design: 0.00 0.00

19.7.1 Inside size 90x80cm and 45cm deep including C.I cover with frame (light duty) 455x610mm 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) 0.00 0.00

19.7.1.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Each 4.00 12770.55 10822.50 43290.00

66 DSR 19.8 Extra for depth for manholes 0.00 0.00

19.8.1.1 With F.P.S bricks class designation 75 Metre 0.60 8825.40 7479.15 4487.49

67 DSR 19.30 Constructing brick masonry chamber for underground C.I inspection chamber and bends with 75 class designation bricks in cement mortr 1:4( 1 cement: 4 coarse sand) C.I cover with frame (light duty) 455x610mm 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 ith 1:2:4 mix ( 1 cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size) foundtion concrete 1:5:10( 1 cement: 5 fine sand:10 graded stone aggregate 40mm nominal size), inside plastering 12mm 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: 0.00 0.00

19.30.1 Inside dimensions 455x610mm and 45cm deep for single pipe line: 0.00 0.00

68 DSR 19.31 Extra for depth beyond 45cm of brick masonry chamber: 0.00 0.00

69 SUPPLYING AND FIXING GRAB BAR JAQUAR MAKE AHS-CHR-1507 OR EQUIVALENT EACH 6.00 2340.25 1983.26 11899.58 15% CHOH AND 10% INSTALLATION CONSIDERED.

Project : MULTIPURPOSE AT ARRAH

Rate Analysis Based on DSR,2023 UNIT QUANTITY RATE RATE*100/118 AMOUNT

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

[6.0 mtr (long) x 2.0 mtr (wide) x 2.25 mtr (deep) {of inside finished size as per design & drawings}]

Statement of Analysis per Unit

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

2.6.1 All kinds of soil Cum 60.00 177.50 150.42 9025.42

2 DSR 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 60.00 196.00 166.10 9966.10

3 DSR 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 0.00 0.00

2.26.1 All kinds of soil Cum 6.00 126.80 107.46 644.75

4 DSR 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Cum 2.00 2123.75 1799.79 3599.58

5 DSR 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 0.00 0.00

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 3.00 7878.50 6676.69 20030.08

6 DSR 11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 0.00 0.00

7 DSR 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 0.00 0.00

6.1.2 Cement mortar 1:6 ( 1 cement: 6 coarse sand) Cum 9.00 7132.25 6044.28 54398.52

8 DSR 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : 0.00 0.00

6.12.2 Cement mortar 1:4 ( 1 cement: 4 coarse sand) Sqm 7.00 905.05 766.99 5368.94

9 DSR 13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. Sqm 65.00 506.60 429.32 27905.93

10 DSR 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : . 0.00 0.00

5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 0.53 10852.95 9197.42 4874.63

11 DSR 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cum 2.90 11505.50 9750.42 28276.23

12 DSR 5.9 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00 0.00

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 7.08 392.15 332.33 2352.90

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 13.44 927.25 785.81 10561.22

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 1.25 736.40 624.07 780.08

13 DSR 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 0.00 0.00

5.22.6 Thermo-Mechanically Treated bars TMTC-500-8mm dia. Kilogram 240.00 107.85 91.40 21935.59

5.22.6 Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kilogram 28.00 107.85 91.40 2559.15

5.22.6 Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kilogram 68.00 107.85 91.40 6215.08

14 DSR 19.18 Supplying and fixing C.I. cover without frame for manholes 0.00 0.00

19.18.2 500 mm diameter C.I cover (medium duty) the weiht of he cover to be not less than 58 kg. Each 4.00 3441.20 2916.27 11665.08

15 DSR 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 0.00 0.00

19.15.1 With 20x20mm square bar Each 12.00 544.70 461.61 5539.32

TOTAL(A)GST extra as applicable 243700.40

Project : QUARTER AT ARRAH

RAIN WATER HARVESTING & FILTER PIT

Rate Analysis Based on DSR, 2023/MR

Statement of Analysis per Unit

Sl.NO D.S.R. No. Description of Work Unit Quantity Rate Rate Amount

A RAIN WATER HARVESTING (SIZE- 6.0 X 2.0 X 2.1 M. DEEP + 0.90 M. FREE BOARD x 1 no.) CAPACITY 25000 LITS. & FILTER PIT (SIZE- 1.20 X 0.90 X 1.20 M. DEEP)

1 DSR 2.8 Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means 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 1.5m,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m

2 DSR 2.27 Supplying and filling in plinth with sand under floors including watering,ramming consolidating and dressing complete Cum 2.00 2123.75 1799.79 3599.58

3 DSR 4.1 Providing and laying in position concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 0.00 0.00

DSR 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 2.00 7878.50 6676.69 13353.39

4 DSR 11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 0.00 0.00

5 DSR 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 0.00 0.00

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 1.00 7132.25 6044.28 6044.28

6 DSR 13.14 15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall. Sqm. 65.00 437.20 370.51 24083.05

7 DSR 5.3. Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cum 15.00 11505.50 9750.42 146256.36

8 DSR 5.9 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00 0.00

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 3.00 392.15 332.33 996.99

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 14.00 927.25 785.81 11001.27

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 116.00 961.30 814.66 94500.68

9 DSR 23.5 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-in-charge cu-m 0.32 1509.80 1279.49 409.44

10 DSR 23.6 Supplying , filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the Recharge Pit,over the existing layer boulders in the required thickness ,for all leads & lifts, . all complete as per direction of Engineer-in-charge cu-m 0.08 1538.25 1303.60 104.29

11 DSR 23.7 Supplying , filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm, in the Recharge Pit, in the required thickness over gravel layer ,for all leads & lifts, . all complete as per direction of Engineer-in-charge cu-m 0.14 1538.25 1303.60 182.50

12 DSR 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 0.00 0.00

5.22.6 Thermo-Mechanically Treated bars TMTC-500-8mm dia. Kilogram 1200.00 107.85 91.40 109677.97

5.22.6 Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kilogram 265.00 107.85 91.40 24220.55

5.22.6 Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kilogram 350.00 107.85 91.40 31989.41

13 DSR 19.18 Supplying and fixing C.I cover without frame for manholes: 0.00 0.00

19.18.2 500 mm diameter C.I cover (medium duty) the weiht of he cover to be not less than 58 kg. Each 2.00 3441.20 2916.27 5832.54

14 DSR 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 0.00 0.00

19.15.1 With 20x20mm square bar Each 8.00 544.70 461.61 3692.88

TOTAL 510399.07

GRAND TOTAL A GST EXTRA AS APPLICABLE 510399.07

SL NO DESCRIPTION AMOUNT GST EXTRA AS APPLICABLE

2 SEPTIC TANK 243700.40

3 RAIN WATER HARVESTING 510399.07

BASED ON DSR-2020

SL.NO ITEM CODE DESCRIPTION UNIT RATE QTY. AMOUNT

1 2.1 Trenching in ordinary soil up to a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). Cum 78.10 33.68 2630.44

2 2.2 Supplying and stacking of good earth at site including royalty but excluding carriage (earth measured in stacks will be reduced by 20% for payment). Cum 515.60 30.00 15468.00

3 2.4 Supplying and stacking at site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment):

2.4.2 Screened through sieve of I.S designation 16mm Cum 290.70 6.00 1744.20

4 2.5 Rough dressing the trenched ground including breaking clods. sqm 1.50 57.00 85.50

5 2.6 Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. sqm 4.90 57.00 279.30

6 2.7 Fine dressing the ground sqm 3.70 57.00 210.90

7 2.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately). Cum 52.35 35.00 1832.25

8 2.9 Mixing earth and sludge or manure in proportion specified or directed. Cum 36.55 35.00 1279.25

9 2.34 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish properly, as per direction of the officer in charge SQM 87.50 316 27650.00

10 10210.00 10210 Foxtail palm well developed with fresh & healthy foliage of ht. plant 210 to 240 cm in big 40 cm Cement Pot Each 1155.00 Each 50.00 1155 57750.00 10% Extra for Installation

Total of DSR-20/DSR-21 based item 108930

Add Price Escalation @---- on DSR-21 item/DSR-21 based item 12.00% 108930 13071.58

GST NOT INCORPORATED IN DSR HORTICULTURE RATES

COST ESTIMATE FOR CONSTRUCTION OF RCC ROAD

Sl. No. DSR'23 ITEM CODE Descreption of Items Unit Quantity Unit Rate (Rs) Rate Amount excl GST

1 2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil Sqm 1129.92 129.85 110.04 124,339

2 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 70.40 198.00 167.80 11,813

3 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. Sqm 1129.92 218.90 185.51 209,610

4 16.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density CUM 225.98 1046.95 887.25 200,503

Supplying and stacking at site. 0.00 0

5 16.3.1 90 mm to 45 mm size stone aggregate CUM 169.49 2098.40 1778.31 301,401

6 16.3.6 Stone screening 13.2 mm nominal size (Type A) CUM 39.32 2034.35 1724.03 67,791

8 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 112.99 6812.00 5772.88 652,289

9 16.42-4.1.4+5.1.2 Providing & laying RCC 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in pavements, laid to required slope and camber in panels as required including shuttering, consolidation finishing and tamping complete. The concrete shall be laid and finished with screed board, vibration, vacum dewatering process and finishing by floating brooming with wire brush. cum 112.99 16870.10 14296.69 1,615,412

10 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars. Kg 2919.84 107.85 91.40 266,868

11 19.6.1 Providing and laying non-pressure NP2 class R.C.C. Pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 100 mm dia. R.C.C. Pipe metre 18.00 507.05 429.70 7,735

12 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 2.31 7878.50 6676.69 15,455

13 16.45 Providing and fixing in position pre-moulded joint filler in expansion per cm depth per cm width per m length 702.00 5.30 4.49 3,153

14 16.46.1 Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound. per cm depth per cm width per m length 234.00 8.65 7.33 1,715

15 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete Sqm 35.20 392.15 332.33 11,698

TOTAL FOR ROAD 3,497,728

TOTAL FINAL AMOUNT FOR ROAD 4,127,320

Name of Package : Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

Package No : NIT-449

Specification No. : ER1/NT/S-CSR/DOM/D00/24/07380

Contract Period 12 Months

: Attachments : General guidelines for filling up the Attachments : CT Analyser -NIT-449 :

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

Specification No.: ER1/NT/S-CSR/DOM/D00/24/07380

1 Fill up only green shaded cells in the relevent attachments.

2 Attachments 3(QR), 4, 5, 6, 7, 9, 10, 11, 12, 13,14, 15, 16, 17 and Bid Form for 1st Envelope are included here.

3 Attachment 1 Bid Security : To be submitted as per proforma provided in the bidding document.

4 Attachment 2 Power of Attorney : No specific format is provided by POWERGRID. Bidder may use their own format.

5 Attachment 8 Manufacturer’s Authorisation Form : To be furnished as per proforma provided in the bidding document, on the letter head of the each Manufactures proposed to supply main items. This attachment is not included here.

6 Attachment 14 Integrity Pact : To be submitted as per ITB Clause No. 9.3(n) and as per remarks in the Attach 14-IP.

पावर ग्रिड कारपोरेशन ऑफ इण्डिया लिमिटेड

(भारत सरकार का उद्यम)

Power Grid Corporation of India Limited

(A Government of India Enterprises)

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

ER1/NT/S-CSR/DOM/D00/24/07380 Individual Firm 1

Licensee of a Manufacturer 2

Enter following details of the bidder Representative of a Manufacturer

Specify type of Bidder [Select from drop down menu] #REF!

Name of Lead Partner

Address of Registered Office …….. …… ………. ……….

Name of Other Partner …….. …… ………. ……….

Printed Name …….. …… ………. ………. 01/Dec/25

Designation …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-3(JV) NIT-449 #REF! NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Joint Venture Agreement and Power of Attorney for Joint Venture*)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials #REF!

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. "Saudamini", Plot No. 2, Sector 29

…….. …… ………. ………. Gurgaon (Haryana) - 122001

Name(s) and Addresse(s) of other partner(s)

Name : #REF! #REF!

Address : #REF! #REF!

The Joint Venture Agreement (as per the proforma attached at no. 15 in Section-VI, Sample Forms and Procedures, Conditions of Contract, Vol.-I of the Bidding Documents) and Power of Attorney for Joint Venture (as per the proforma attached at no. 14 in Section-VI, Sample Forms and Procedures, Conditions of Contract, Vol.-I of the Bidding Documents) are enclosed herewith.

Date : Printed Name : …….. …… ………. ………. 0

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-3(QR) NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Qualifying Requirement Data)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

For our Qualifying Requirements Data, please refer Schedule-QR of this volume.

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-4 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Form of Certificate of Origin and Eligibility)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

We hereby certify that equipment and materials to be supplied are produced in [Enter the name of country where from equipments & material shall be supplied] eligible source country. Equipments & Materials produced in [Name of countries] Company incorporated & registered in [Name of countries]

We hereby certify that our company is incorporated and registered in [Enter the name of country where from equipments & material shall be supplied] eligible source country.

Date : Printed Name : …….. …… ………. ……….

country. country. [Enter the name of country where from equipments & material shall be supplied] [Enter the name of country where from equipments & material shall be supplied]

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-4(A) NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(List of Special Maintenance Tools & Tackles)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. "Saudamini", Plot No. 2, Sector 29

…….. …… ………. ………. Gurgaon (Haryana) - 122001

We are furnishing below the list of special maintenance tools & tackles for various equipment under the subject package. The prices for these tools & tackles are included in our lumpsum bid price. We further confirm that the list of special maintenance tools & tackles includes all the items specifically identified in your bidding documents as brought out below:

Notwithstanding what is stated above, we further confirm that any additional special maintenance tools and tackles, required for the equipment under this package shall be furnished by us at no extra cost to the employer.

S.No. For Equipment Item Description Unit Quantity

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-4(B) NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(List of Special Maintenance Tools & Tackles)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. "Saudamini", Plot No. 2, Sector 29

…….. …… ………. ………. Gurgaon (Haryana) - 122001

We are furnishing below the list of special maintenance tools & tackles for various equipment under the subject package. The prices for these tools & tackles which are to be taken back after the completion of the work by us are not included in our lumpsum bid price. We further confirm that the list of special maintenance tools & tackles includes all the items specifically identified in your bidding documents as brought out below:

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-5 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Bought-out & Sub-contracted Items)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

We hereby furnish the details of the items/ sub-assemblies, we propose to buy for the purpose of the subject Package:

Sl. No. Item Description Quantity proposed to be bought/sub-contracted Details of the proposed sub-contractor/sub-vendor

Name Nationality

We hereby furnish the details of the items/ sub-assemblies propose to supply from our own works (i.e. as direct transactions) in additiona to the supplies the same from other vendors (i.e. as Bought-out transactions) as detailed in the table given above.

Sl. No. Item Description Quantity proposed to be supplied Details of the plant from where supplies are proposed.

Name of Plant Address

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-5 NIT-449

(Bought-out & Sub-contracted Items)

Sl. No. Item Description Quantity proposed to be bought/sub-contracted Details of the proposed sub-contractor/sub-vendor

Name Nationality

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-6 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

The bidder shall itemize any deviation from the Specifications included in his bid. Each item shall be listed (separate sheets may be used and enclosed with this Attachment) with the following information:

Sl. No. Reference clause in the Specifications Deviation Cost of withdrawal of the deviation

The above deviations and variations are exhaustive. We confirm that we shall withdraw the deviations proposed by us at the cost of withdrawal indicated in this attachment, failing which our bid may be rejected and Bid Security forfeited.

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-6 NIT-449

Sl. No. Reference clause in the Specifications Deviation Cost of withdrawal of the deviation

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-8 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Manufacturer's Authorization Form)

Contracts and Materials

Power Grid Corporation of India Ltd.,

"Saudamini", Plot No. 2, Sector 29

Gurgaon (Haryana) - 122001 Name of Manufecture Name/Description of Goods Factory Address Name & Address of Bidder package name alongwith project name

…(insert name of the Manufacturer) .. …(insert name and/or description of the goods) … ..(insert address of factory) .. Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

WE …(insert name of the Manufacturer) .. who are established and reputable manufacturers of …(insert name and/or description of the goods) …. having production facilities at ..(insert address of factory) .., , , do hereby authorize , …….. …… ………. ………., …….. …… ………. ………., …….. …… ………. ……….(hereinafter, the “Bidder”) to submit a bid, and subsequently negotiate and sign the Contract with you against IFB for Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555 including the above plant & equipment or other goods produced by us. 0

WE …(insert name of the Manufacturer) .. who are established and reputable manufacturers of …(insert name and/or description of the goods) …. having production facilities at We hereby extend our full guarantee and warranty for the above specified goods offered supporting the supply by the Bidder against these Bidding Documents, and duly authorize said Bidder to act on our behalf in fulfilling these guarantee and warranty obligations.

We hereby extend our full guarantee and warranty for the above specified goods offered supporting the supply by the Bidder against these Bidding Documents, and duly authorize said Bidder to act on our behalf in fulfilling these guarantee and warranty obligations. We also hereby declare that we and have entered into a formal relationship in which, during the duration of the Contract (including warranty/defects liability). We, the Manufacturer or Producer, will make our technical and engineering staff fully available to the technical and engineering staff of the successful Bidder to assist that Bidder, on a reasonable and best effort basis, in the performance of all its obligations to the Purchaser under the Contract. ..(insert address of factory) .., , , do hereby authorize , …….. …… ………. ………., …….. …… ………. ………., …….. …… ………. ……….(hereinafter, the “Bidder”) We also hereby declare that we and have entered into a formal relationship in which, during the duration of the Contract (including warranty/defects liability).

For and on behalf of the …(insert name of the Manufacturer) .. to submit a bid, and subsequently negotiate and sign the Contract with you against IFB for Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555 including the above plant & equipment or other goods produced by us. We, the Manufacturer or Producer, will make our technical and engineering staff fully available to the technical and engineering staff of the successful Bidder to assist that Bidder, on a reasonable and best effort basis, in the performance of all its obligations to the Purchaser under the Contract.

In the capacity of

Date : Printed Name : …….. …… ………. ……….

Note :1 The letter of Undertaking should be on the letterhead of the Manufacturer and should be signed by a person competent and having Power of Attorney to legally bind the Manufacturer. It shall be included by the bidder in its bid.

2 Above undertaking shall be registered or notarized so as to be legally enforceable.

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-7 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Details of Alternative Bid)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

No Alternative Bid

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-9 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Work Completion Schedule)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

We hereby declare that the following Delivery Schedule shall be followed by us for the subject Package i.e., Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555 for the period commencing from the effective date of Contract to us :

Sl. No. Description of Work Period in months from the effective date of Contract

1 Submission of drawings for Approval

2 Production of samples for type testing

3 Completion of type tests

4 Commencement of Commercial Production

5 Offer of material for pre-despatch testing and inspection

6 Commencement of shipment

1 Completion of shipment (Receipt at final destination Site)

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-10 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Guarantee Declaration)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

We conform that the equipments offered shall have minimum performance specified in Technical Specification. We further guarantee the performance/efficiency of the equipments in response to the Technical Specifications.

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-11 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Information regarding Ex-employees of POWERGRID in our Organisation)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:

Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-11 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Information regarding Ex-employees of POWERGRID in our Organisation)

Name of Other Partner To:

Contracts and Materials

Name : …….. …… ………. ………. Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:

Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-12 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Price Adjustment Data)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

We hereby furnish the relevant details pertaining to the price adjustment provisions for equipment as specified in your specifications and documents for the Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555 The necessary documentary evidence are enclosed :

Sl. No. Name of Materials Value of co-efficient Name of the published index * Value of index as 30 days prior to date set for opening of bids as on **

1 EC grade aluminium ingots, co-eifciant a = 0.65 CACMAI

High Tensile Galvanised Steel wires , co-efficient b = 0.15 CACMAI FALSE FALSE

High Carbon Steel Rods , co-efficient b = High Tensile Galvanised Steel wires , co-efficient b =

High Grade Electrolytic Zinc , co-efficient c =

3 Labour, Co-efficient l= 0.05 Indian Labour Bureau, Shimla, Govt. of India (monthly) (Base: 2001 = 100) (www.labourbureau.nic.in)

Note: * Indicate the publisher of the index.

** Indicate the date of indices for which the values are being furnished.

^ For bidders who intend to quote their prices based on High Tensile Galvanised Steel wire, the coefficient for the same (i.e. coefficient ’b’ for High Tensile Galvanised Steel wire) shall be 0.15 and coefficient ‘c’ shall not be applicable.

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-13 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Declaration regarding Social Accountability)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

We conform that we stand committed to comply to all requirements of Social Accountability Standards i.e., SA8000 (latest Standard available at www.sa-intl.org) and maintain the necessary records.

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-14 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

Bidders are required to submit 02 copy of Integrity Pact as per format enclosed at vol-I

Date : Printed Name : …….. …… ………. ……….

Instruction for printing & submitting Integrity Pact

1. The requisite format of Integrity Pact (if required)is attached in Vol-I of Bid Documents.

2. Take print out of first page on a non-judicial stamp paper of Rs. 100/- and other seven pages on plain A4 size paper. Such two sets shall be prepared by the bidder.

3. All the pages of both the copies of the Integrity Pact shall be signed by the authorised representative of the bidder and duly stamped.

4. Both the original copies shall be submitted by the bidder in the form of Hard Copy as part of the first envelope before due date & time of submission of the bid.

5. For further details bidders may please refer ITB Clause 9.3 (n).

Specification No. : ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-15 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Information for E-payment, PF details and declaration for Micro/Small and Medium Enterprise)

Bidder's Name and Address (Sole Bidder [Individual Firm]): To:

Contracts and Materials

Name: 0 Power Grid Corporation of India Ltd.,

Address: …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidyut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

We are furishing the following details of Statutory Registration Numbers and details of Bank for electronic payment

1 Name of the Supplier/ Contractor in whose favour payment is to be made

2 Address with PIN Code and State

Registered Office:

Correspondence Address:

3 Status- Company/others [Declaration of Micro/ Small/Medium Enterprtise ]

4 Permanent Account [PAN] No.

5 Goods & Services Tax [GST] No.

6 PF Registration No. Of the Company

7 PF Regional Office covered (with Address)

8 Name of Contact Person

9 Telephone No(s)

10 Bank Details for Electronic Payment

Name ofthe Bank:

Address of the Branch:

Type of Account: Savings/Current

11 9 digit MICR code printed at bottom in middle, next to cheque no.

12 IFSC (for RTGS)/NEFT Code (to be obtained from the Bank) Sample Cancelled Cheque to be enclosed

We hereby declare that the above information are true and correct and we agree that thepayment onaccount of this Contract, in the event of Award, be made in the above account maintained in theabove mentioned Bank.

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-16 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

(Additional Information)

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : ……………………………… Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

In support of the additional information required as per ITB Sub-Clause 9.3 (p) of the Bidding Documents, we furnish herewith our data/details/documents etc., alongwith other information, as follows (the stipulations have been reproduced in italics for ready reference):

1.0 The Bidder shall furnish

A certificate from their Banker(s) (as per prescribed formats in Form 16, Section-VI: Sample Forms and Procedures) indicating various fund based/non fund based limits sanctioned to the Bidder and the extent of utilization as on date. Such certificate should have been issued not earlier than three months prior to the date of bid opening. Wherever necessary the Employer may make queries with the Bidders’ Bankers. [Reference ITB clause 9.3(p)(i)]

1.1 In accordance with 1.0, certificate(s) from banker as per requisite format, indicating various fund based/non fund based limits sanctioned to the bidder or each member of the joint venture and the extent of utilization as on date is/are enclosed, as per the following details:

Name of the (Lead Partner) :

Name of the Banker by whom certificate issued

Date of certificate (should not be earlier than 3 months prior to date of bid opening)

Whether fund based/non fund based limits are indicated in the certificate

Whether extent of utilization is indicated in the certificate

1.2 The Bidder should accordingly also provide the following information/documents

(i) Details of Banker:

Address of Banker

Contact Name and Title

(ii) As per para 1.0, Authorization Letter(s) from the bidder addressed to the Banker(s), authorizing POWERGRID to seek queries about the bidder with the Banker(s) and advising the Banker(s) to reply the same promptly, is/are enclosed as per following details:

Sl. No. Letter Ref. Date Addressed to (name of the Bank)

2.0 Litigation History

The bidder should provide detailed information on any litigation or arbitration arising out of contracts completed or under execution by it over the last five years. A consistent history of awards involving litigation against the Bidder or any partner of JV may result in rejection of Bid. [Reference ITB clause 9.3(p)(ii)]

2.1 Details of litigation history resulting from Contracts completed or under execution by the bidder over the last five years

Year Name of client, cause of litigation/arbitration and matter in dispute Details of Contract and date Award for or against the bidder Disputed amount

3.0 Description of the plant for carrying out the work

Bidders should provide information of the plant(s) for carrying out the work including the proposal of manufacturing methods in sufficient detail to demonstrate the adequacy of the bidder’s proposals to meet the technical specification.

4.0 OTHER INFORMATION

4.1 Current Contract Commitments of works in progress

Bidders should provide information on their current commitments on all contracts that have been awarded, or for which a letter of intent or acceptance has been received, or for contracts approaching completion, but for which an unqualified, full completion certificate has yet to be issued.

Details of Contract Type of Conductor Ordered Quantity as per Contract Balance Quantity to be supplied as on Completion Period for balance quantity

Commencement Completion

4.2 Financial Data:

Details Actual (Previous five years) Projection for next five years

Total Liability

Current Liability

Profit before taxes

Profit after taxes

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Attachment-17 NIT-449

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

Bidder’s Name and Address (Lead Partner) : To:

Contracts and Materials

Name : Power Grid Corporation of India Ltd.,

Address : …….. …… ………. ………. Eastern Region Transmission System-I

…….. …… ………. ………. Vidut Board Colony,

…….. …… ………. ………. Shastri Nagar Patna 800023

Date : Printed Name : …….. …… ………. ……….

Specification No. :ER1/NT/S-CSR/DOM/D00/24/07380 Bid Form 1st Envelope NIT-449 1 one 1 st 1 January

2 two 2 nd 2 February

BID FORM (First Envelope) 3 three 3 rd 3 March

4 four 4 th 4 April

Bid Proposal Ref. No. 5 five 5 th 5 May

Date : 6 six 6 th #VALUE! 6 June

7 seven 7 th #VALUE! 7 July

To: 8 eight 8 th #VALUE! 8 August

Contracts and Materials 9 nine 9 th #VALUE! 9 September

Power Grid Corporation of India Ltd., 10 ten 10 th 10 October

Eastern Region Transmission System-I 11 eleven 11 th 11 November

Vidut Board Colony, 12 twelve 12 th 12 December

Shastri Nagar Patna 800023 13 thirteen 13 th

14 fourteen 14 th

Name of Contract : Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555 15 fifteen 15 th

Dear Ladies and/or Gentlemen, Enter details here. 16 sixteen 16 th

1.0 Having examined the Bidding Documents, including Amendment Nos. dated 00/01/1900 the receipt of which is hereby acknowledged, we the undersigned, offer to design, manufacture, test, deliver, install and commission (including carrying out Trial operation, Performance & Guarantee Test as per the provision of Technical Specification) the Facilities under the above-named package in full conformity with the said Bidding Documents. In accordance with ITB Clause 9.1 of the Bidding Documents, as per which the bid shall be submitted by the bidder under “Single Stage - Two Envelope” procedure of bidding. Accordingly, we hereby submit our Bid, in two envelopes i.e. First Envelope – Techno – Commercial Part & Second Envelope - Price Part (to be opened subsequently). the receipt of which is hereby acknowledged, we the undersigned, offer to design, manufacture, test, deliver, install and commission (including carrying out Trial operation, Performance & Guarantee Test as per the provision of Technical Specification) the Facilities under the above-named package in full conformity with the said Bidding Documents. In accordance with ITB Clause 9.1 of the Bidding Documents, as per which the bid shall be submitted by the bidder under “Single Stage - Two Envelope” procedure of bidding. Accordingly, we hereby submit our Bid, in two envelopes i.e. First Envelope – Techno – Commercial Part & Second Envelope - Price Part (to be opened subsequently). 17 seventeen 17 th

2.0 Attachments to the Bid Form (First Envelope) Bank Draft 18 eighteen 18 th

In line with the requirement of the Bidding Documents, we enclose herewith the following Attachments: Enter details here. Pay Order 19 nineteen 19 th

(b) Attachment 2(NIT-449) : A power of attorney duly authorized by a Notary Public indicating that the person(s) signing the bid have the authority to sign the bid and thus that the bid is binding upon us during the full period of its validity in accordance with the ITB Clause 14. Please note that if bid validity is less than 07 (seven) months, your bid may be rejected Bank Guarantee (0) 21 st

(c) Attachment 3(NIT-449) : The documentary evidence that we are eligible to bid in accordance with ITB Clause 2. Further, in terms of ITB Clause 9.3(c) & (e), the qualification data has been furnished as per your format enclosed with the bidding documents Attachment-3(QR). 22 th

#REF! Applicable 23 th

#REF! Not Applicable 24 th

(d) Attachment 4(NIT-449) : The documentary evidence establishing in accordance with ITB Clause 3, Vol.-I of the Bidding Documents that the facilities offered by us are eligible facilities and conform to the Bidding Documents has been furnished as Attachment 4. 25 th

(e) Attachment 5(NIT-449) : The details of all major items of services or supply which we propose subletting in case of award, giving details of the name and nationality of the proposed subcontractor/sub-vendor for each item. 26 th

(f) Attachment 6(NIT-449) : The variation and deviations from the requirements of the Conditions of Contract, Technical Specification and Drawings (excluding critical provisions as mentioned at clause 6.0 below) in your format enclosed with the Bidding Documents, including, inter alia, the cost of withdrawal of the variations and deviations indicated therein. 27 th

(g) Attachment 7(NIT-449) : The details of Alternative Bids made by us indicating the complete Technical Specifications and the deviation to contractual and commercial conditions. [NOT APPLICABLE] 28 th

(h) Attachment 8(NIT-449) : Manufacturer’s Authorisation Forms. 29 th

(i) Attachment 9(NIT-449) : Work Completion Schedule. 30 th

(j) Attachment 10(NIT-449): Guarantee Declaration. 31 st

(k) Attachment 11(NIT-449): Information regarding ex-employees of Purchaser in our firm.

(l) Attachment 12(NIT-449): Filled up information regarding Price Adjustment Data as per the format enclosed in the bidding documents.[NOT APPLICABLE]

(m) Attachment 13(NIT-449): Declaration regarding Social Accountability.

(n) Attachment 14(NIT-449): Integrity Pact, in a separate envelope, duly signed on each page by the person signing the bid.[NOT APPLICABLE]

(o) Attachment 15(NIT-449): Information for E-payment, PF Details & declaration regarding Micro/Small & Medium Enterprises.

(p) Attachment 16(NIT-449): Additional Information.

(q) Attachment 17(NIT-449): Declaration.

3.0 We are aware that, in line with Clause No. 27.1 (ITB), our Second Envelope (Price Part) is liable to be rejected in case the same contains any deviation/omission from the contractual and commercial conditions and technical Specifications other than those identified in this First Envelope.

4.0 We confirm that except as otherwise specifically provided our Bid Prices in Second Envelope include all taxes, duties, levies and charges as may be assessed on us, our Sub-Contractor/Sub-Vendor or their employees by all municipal, state or national government authorities in connection with the Goods, in and outside of India.

4.1 100% of applicable Taxes and Duties, which are payable by the Purchaser under the Contract, shall be reimbursed by the Purchaser after despatch of goods on production of satisfactory documentary evidence by the Supplier in accordance with the provisions of the Bidding Documents.

4.3 We also understand that, in case of award on us, you shall reimburse to us octroi/entry tax as applicable for destination site/state on all items of supply. Further, Service Tax, if applicable, for the services to be rendered by us, the same is included in our bid price in Second Envelope.

4.4 We confirm that we shall also get registered with the concerned Sales Tax Authorities, in all the states where the project is located.

5.0 Construction of the Contract

5.1 We declare that we have studied clause GCC 2.1 relating to mode of contracting for Domestic Bidders and we are making this proposal with a stipulation that you shall award us the Contracts covering all goods and related services.

6.0 We have read the provisions of following clauses and confirm that the specified stipulations of these clauses are acceptable to us:

[a] Bid document Fee Clause 3.0 of SCC.

[b] Bid Security/ Bid Guarantee Clause No 13.0, ITB, Section -II, and cl. 4.0 of SCC, Section-IV, Volume-I.

[c] Terms of Payment Clause No.64.0, Conditions of Contract (GCC) & Clause 12.0, SCC

[d] Contract Performance Guarantee/Performance Security Clause No.14, Section GCC, Vol.-I, Conditions of Contract & Clause 13.0 of SCC, Section-IV, Vol-I.

[e] Liquidated Damages Clause No 11.0 of SCC, Volume-I

[f] Price & Price Basis Clause No 11.0 of ITB,

[g] Guarantee & Defect Liability Period Cl.No.45.0 & 46.0 Section. GCC, Vol. I, Conditions of Contract & Clause 9.0 of SCC, Volume- I

[h] Work schedule Clause No. 10.0 of SCC, Volume -I

Further we understand that deviation taken in any of the above clauses by us may make our bid non-responsive as per provision of bidding documents and be rejected by you.

7.0 We undertake, if our bid is accepted, to commence the work immediately upon your Notification of Award to us, and to achieve the delivery of goods and related services within the time stated in the Bidding Documents.

8.0 If our bid is accepted, we undertake to provide an Advance Payment Security and Performance Security(ies) in the form and amounts, and within the times specified in the Bidding Documents.

9.0 We agree to abide by this bid for a period of six (06) months from the date fixed for opening of bids as stipulated in the Bidding Documents, and it shall remain binding upon us and may be accepted by you at any time before the expiration of that period

10.0 Until a formal Contract is prepared and executed between us, this bid, together with your written acceptance thereof in the form of your Notification of Award shall constitute a binding contract between us.

11.0 We understand that you are not bound to accept the lowest or any bid you may receive.

12.0 Commissions or gratuities, if any, paid or to be paid by us to agents relating to this Bid, and to contract execution, if we are awarded the contract, are listed below:

Name and address of agent Amount and Currency Purpose of Commission or gratuity

(If none, state “none”)

13.0 We, hereby, declare that only the persons or firms interested in this proposal as principals are named here and that no other persons or firms other than those mentioned herein have any interest in this proposal or in the Contract to be entered into, if the award is made on us, that this proposal is made without any connection with any other person, firm or party likewise submitting a proposal is in all respects for and in good faith, without collusion or fraud.

Thanking you, we remain,

Yours faithfully,

For and on behalf of

Date : Printed Name : …….. …… ………. ……….

Please provide additional information of the Bidder

Business Address :

Country of Incorporation :

State/Province to be indicated :

Name of Principal Officer :

Address of Principal Officer :

Note: Bidders may note that no prescribed proforma has been enclosed for Attachment 2 (NIT-449) : Power of Attorney. Bidders may use their own proforma for furnishing the required information with the bid.

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Relevant Bid-Part Techical

ElectronicForm™ Template ID 7PG-2010-FT000010

Template Reference TECHNO-COMMERICIAL (First Envelope)

Template Description Tower Package NIT-449 Specification No. : ER1/NT/S-CSR/DOM/D00/24/07380

Construction of Multipurpose Hall at Arrah District under CSR, POWERGRID RFx No -5002003555

Bidders's Name #REF!

Section-2 (Outline of Requirements)

* 1 Integrity Pact Details

Submitted (Doc. Code No. DC-9008-April-2009-Rev-0) Yes

* 2 BID SECURITY DETAILS

2 (a) Submitted Yes

* 2 (b) Bid Security No.

* 2 (c) Issued by (Name of Bank)

* 2 (d) Bid Security Amount 0 0.00

* 2 (e) Valid upto

* 1. AUTHORIZED SIGNATORY (Sole Bidder / Lead Partner of JV)

1 (b) Designation …….. …… ………. ……….

2. AUTHORIZED SIGNATORY (Other Partner of JV)

(If Bidder is JV)

2 (a) Name #REF!

2 (b) Designation #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

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