Construction of Warehouse at Bindwal (PACS) (1000 MT) under Block- Goreayakothi, Dist- Siwan.(retender)

TECHNICAL BID EVALUATION SHEET

Bihar State Warehousing Corporation

B-2, 1st Floor Mauryalok Complex, Patna-800001

COLORED CELLS TO BE FILLED IN BY CONTRACTOR

Name of Work:- Construction of Warehouse at Bindwal (PACS) (1000 MT) under Block- Goreayakothi, Dist- Siwan.

BOQ Amount:- 11121178

FULL MARKS BIDDER

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

A Name and address of agency

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

C GST Must possess GST registration Mandatory ---do------

D PAN CARD Must quote PAN No. Mandatory ---do--

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

F Character Certificate Must posses Character Certificate Mandatory ---do--

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

MARKING DETAILS

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

FULL MARKS Desired distribution PAGE

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

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

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

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

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

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

Average A.T.O.after indexation

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

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

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

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

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

ii) Engg.setupwith 1-Deg.holder/one Diplomaholder + suff. staff--5

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

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

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

(iv)water tanker ………...01

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

(ii)Self declaration -----05

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

(ii)No litigation--01

(iii)No relation---01

(iv)Not submitted any certificate--- 00

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

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

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

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

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

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

iii)If no projects executed in stipulated time during last three year--00

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

BIHAR STATE WAREHOUSING CORPORATION

B-2, 1st Floor Mauryalok Complex, Patna-800001

Name of Work :- Construction of Warehouse at Bindwal (PACS) (1000 MT) under Block- Goreayakothi, Dist- Siwan.

BILL OF QUANTITY

Cost of BOQ : Rs. 10,000.00 + 18% GST, Beltron Processs Fee : As per eproc 2 (Non Refundable)

Amount of BOQ : Rs. 1,11,21,178.00 Amount of EMD : Rs. 2,22,424.00

Sl. No. SOR NO. Item of Work Unit Quantity Rate

1 2.8 Earth work in excavation in foundation trenches ordrains (not excoding 1.5 m in width or 10 sqm on plan) including dressing of sidesand ramming of bottoms,lift upto 1.5 m including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All Kinds of soil M3 319.050 360.70 Rupees Three Hundred Sixty Paise Seventy Only

M3 52.488 410.10 Rupees Four Hundred Ten Paise Ten Only

3 2.28 Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. M3 1,168.030 287.30 Rupees Two Hundred EightySeven Paise Thirty Only

4 11.72 Providing designation 100 A one Brick Soling joints filled with local sand including cost of watering, taxes, royalty, all complete as per Building Specification and direction of E/I. M2 990.821 283.30 Rupees Two Hundred EightyThree Paise Thirty Only

5 11.73 Providing designation 100 A one brick on edge soling joints filled withlocal sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, M3 114.300 444.80 Rupees Four Hundred FourtyFour Paise Eighty Only

6 323 Separation Membrane of impermeable plastic sheeting 125 micron thick M2 649.688 12.00 Rupees Twelve Only

7 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work up to plinth level.

4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) M3 11.868 3,998.10 Rupees Three Thousand Nine Hundred NinetyEight Paise Ten Only

4.1.6 1:3:6 (1Cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size. M3 16.124 3,279.80 Rupees Three Thousand Two Hundred Seventy Nine Paise Eighty Only

8 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work up to plinth level.

5.1.1 1:1:2 (1 Cement : 1 Local sand : 2 Graded stone agregate 20mm Normal size M3 107.172 5,961.90 Rupees Five Thousand Nine Hundred Sixty One Paise Ninety Only

9 5.2 Reinforced cement concrete work in wall (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. up to floor five level excluding cost of centring, shuttering, finishing and reinforcement.

5.2.1 1:1:2 (1 Cement : 1 Coarse Sand : 2 Graded stone aggregate 20 mm nominal size.) M3 30.099 6,943.50 Rupees Six Thousand Nine Hundred Forty Three Paise Fifty Only

10 5.3 Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for R.C.C structural elements excluding the cost of centring ,shuttering finishing and reinforcement ,M-20 grade reinforced cement cocrete. M3 24.122 5,335.90 Rupees Five Thousand Three Hundred ThirtyFive Paise Ninety Only

11 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels

5.33B1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. M3 22.997 164.50 Rupees One Hundred SixtyFour Paise Fifty Only

5.33B4 Providing M-15grade R.C.C instead of M-20 grade R.C.C. M3 41.267 383.80 Rupees Three Hundred EightyThree Paise Eighty Only

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

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. M2 204.902 211.60 Rupees Two Hundred Eleven Paise Sixty Only

5.9.3 Suspended floors, roots, landings, balcnies and access platform. M2 9.000 437.50 Rupees Four Hundred ThirtySeven Paise Fifty Only

5.9.5 Lintel, beams & Plinth beams M2 283.073 404.70 Rupees Four Hundred Four Paise Seventy Only

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. M2 397.342 494.40 Rupees Four Hundred NinetyFour Paise Fourty Only

5.9.15 Small lintels not exceeding 1.5 m clear span, mouldings as in cornoces, window sills, string, courses, bands, copings, bed plates, anchor blocks and the like M2 37.737 224.20 Rupees Two Hundred TwentyFour Paise Twenty Only

13 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically treated bars TMTC-500-8 mm Dia Kg 4,208.000 94.50 Rupees NinetyFour Paise Fifty Only

5.22.7C Thermo-Mechanically treated bars TMTC-500-12 mm Dia Kg 5,490.800 90.80 Rupees Ninety Paise Eighty Only

5.22.7D Thermo-Mechanically treated bars TMTC-500-16 mm Dia Kg 5,048.000 91.70 Rupees NinetyOne Paise Seventy Only

5.22.7E Thermo-Mechanically treated bars TMTFe-500-20mm Dia Kg 2,187.000 91.70 Rupees NinetyOne Paise Seventy Only

14 6.1A Brick work with bricks of class designation 100A in foundations and plinth in:

6.1.12/1 Cement Mortar 1:4 (1 cement : 4 coarse sand) M3 45.189 5,017.90 Rupees Five Thousand Seventeen Paise Ninety Only

15 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in: Cement Mortar 1:6(1 cement : 6 coarse sand) M3 120.755 4,819.90 Rupees Four Thousand Eight Hundred Nineteen Paise Ninety Only

16 6.3A Extra for Brickwork in superstructure above plinth level upto floor V M2 120.755 842.20 Rupees Eight Hundred FourtyTwo Paise Twenty Only

17 13.11.1 12mm Cement plaster of mix 1:3 (1Cement : 3 coarse sand) M2 193.450 164.30 Rupees One Hundred SixtyFour Paise Thirty Only

18 13.26 Neat cement punning. M2 193.450 40.50 Rupees Fourty Paise Fifty Only

19 13.11.4 12mm Cement plaster of mix (1:6) M2 1414.510 141.50 Rupees One Hundred FourtyOne Paise Fifty Only

20 13.70 White washing with lime to give an ever sha

13.70.1 New work (three or more coats) M2 851.120 18.90 Rupees Eighteen Paise Ninety Only

21 13.78.1 Cement primer M2 563.390 38.60 Rupees ThirtyEight Paise Sixty Only

22 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) M2 563.390 81.20 Rupees EightyOne Paise Twenty Only

23 13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary pain+ of approved brand and manufacture M2 706.246 116.50 Rupees One Hundred Sixteen Paise Fifty Only

24 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

13.82.1 New steel work (two or more coat M2 446.180 83.50 Rupees EightyThree Paise Fifty Only

25 13.106 Lettering with black Japan paint of approved brand and manufact Each 800.000 2.70 Rupees Two Paise Seventy

STEEL ,DOOR & WINDOW WORK

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).

9.1.2 Sal wood M3 0.122 95,670.70 Rupees NinetyFive Thousand Six Hundred Seventy Paise Seventy Only

27 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

9.48.1 Fixed to steel windows by welding Kg 61.740 144.50 Rupees One Hundred FourtyFour Paise Fifty Only

28 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size Each 16.000 130.80 Rupees One Hundred Thirty Paise Eighty Only

29 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 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws M2 3.581 1,775.30 Rupees One Thousand Seven Hundred SeventyFive Paise Thirty Only

30 10.1 Structural steel work in single section fixed without connecting plate including cutting hosting fixing in position and applying a priming coat of approved steel primer all complete. Kg 186.697 88.30 Rupees EightyEight Paise Thirty Only

31 10.6 Supplying and fixing rolling shutters of approved make, make of required size of M.S. laths inter locked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade no.2 and M.S. top cover of required thickness for rolling shutters.

10.6.1 80x1.25 mm M.S. Laths with 1.25mm thick top cover M2 4.465 2,673.70 Rupees Two Thousand Six Hundred SeventyThree Paise Seventy Only

32 10.12 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints metered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

10.12.1 Door M2 21.294 3,038.90 Rupees Three Thousand ThirtyEight Paise Ninety Only

33 10.13 Extra for providing & fixing steel bending of aproved shape & section with screws instead of glazing clips ad met. Sash putty in steel doors, windows, ventilatiors and composite units.

10.13C Steel ventilator M2 28.794 405.30 Rupees Four Hundred Five Paise Thirty Only

34 10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

10.16.1 Hot finished welded type tubes

Canopy Verandah Kg 18,083.603 123.90 Rupees One Hundred TwentyThree Paise Ninety Only

35 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required Kg 667.080 114.60 Rupees One Hundred Fourteen Paise Sixty Only

36 12.60.3 Extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain/or with design particle board ceiling tiles in item above. M2 7.572 528.50 Rupees Five Hundred TwentyEight Paise Fifty Only

37 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. M2 733.205 625.10 Rupees Six Hundred TwentyFive Paise Ten Only

38 12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15- 18 microns using self drilling/ self tapping screws complete

12.51.1 Ridges plain (500 - 600mm) Sqm 19.074 396.80 Rupees Three Hundred NinetySix Paise Eighty Only

12.51.6 Gutter (600 mm over all girth mtr 31.790 898.70 Rupees Eight Hundred NinetyEight Paise Seventy Only

39 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kg per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.78.2 110 mm diameter mtr 76.800 257.50 Rupees Two Hundred FiftySeven Paise Fifty Only

40 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion

12.79.5.2 Band 87.5 110 mm bend Each 36.000 132.00 Rupees One Hundred ThirtyTwo Only

12.79.6.2 110m Shoe Each 12.000 115.95 Rupees One Hundred Fifteen Paise NinetyFive Only

41 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete

12.80.2 110 mm bend Each 60.000 182.72 Rupees One Hundred EightyTwo Paise SeventyTwo Only

42 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Each 12.000 47.90 Rupees FourtySeven Paise Ninety Only

43 16.3 Supplying and stacking at site.

16.3.3 53 mm to 22.4 mm size stone aggregate M³ 79.493 883.70 Rupees Eight Hundred EightyThree Paise Seventy Only

16.3.10 Moorum 18.283 431.20 Rupees Four Hundred ThirtyOne Paise Twenty Only

44 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 den M³ 59.769 487.00 Rupees Four Hundred EightySeven Only

45 16.61 Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate antitheft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge Each 2.70 6,606.70 Rupees Six Thousand Six Hundred Six Paise Seventy Only

46 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.2 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) M3 73.286 4,420.80 Rupees Four Thousand Four Hundred Twenty Paise Eighty Only

47 2.25A Excavating , supplying and filling of local earth,but excluding carriage cost by mechianical transport .......... M3 102.870 411.70 Rupees Four Hundred Eleven Paise Seventy Only

48 4.01B (V) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. M3 17.145 1,304.60 Rupees One Thousand Three Hundred Four Paise Sixty Only

49 4.11 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

4.11.B .ii (a) Using Screening Crushable type such as Moorum or Gravel. M3 11.430 1,930.60 Rupees One Thousand Nine Hundred Thirty Paise Sixty Only

50 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. M3 17.145 4,649.00 Rupees Four Thousand Six Hundred FourtyNine Only

51 Carriage of Materials

Bricks 0% 120,083.000 1,109.03 Rupees One Thousand One Hundred Nine Paise Three Only

Local Sand M3 1,186.373 310.47 Rupees Three Hundred Ten Paise FourtySeven Only

Stone chips M3 239.883 1,875.96 Rupees One Thousand Eight Hundred SeventyFive Paise NinetySix Only

Stone metal M3 107.749 1,979.71 Rupees One Thousand Nine Hundred SeventyNine Paise SeventyOne Only

Moorum M3 3.352 3007.97 Rupees Three Thousand Seven Paise NinetySeven Only

Coarse sand M3 188.653 2,105.91 Rupees Two Thousand One Hundred Five Paise NinetyOne Only

Screening Material M3 26.938 1,680.21 Rupees One Thousand Six Hundred Eighty Paise TwentyOne Only

Additional cost of Bricks 0% 120,083.000 359.04 Rupees Three Hundred FiftyNine Paise Four Only

Additional cost of Cement MT 161.920 109.27 Rupees One Hundred Nine Paise TwentySeven Only

Bricks %ones. 120083.000 5,500.00 Rupees Five Thousand Five Hundred Only

Local sand M3 1186.373 66.85 Rupees SixtySix Paise EightyFive Only

Stone metal (53 mm to 26.5 mm) M3 99.670 328.11 Rupees Three Hundred TwentyEight Paise Eleven Only

Stone metal (26.5 mm to 9.5 mm) M3 5.193 477.36 Rupees Four Hundred SeventySeven Paise ThirtySix Only

Stone metal (9.5 mm to 4.75 mm) M3 2.886 406.45 Rupees Four Hundred Six Paise FourtyFive Only

Moorum M3 3.352 75.35 Rupees SeventyFive Paise ThirtyFive Only

stone screening M3 26.938 87.30 Rupees EightySeven Paise Thirty Only

Stone Chips (40 mm) M3 7.578 336.92 Rupees Three Hundred ThirtySix Paise NinetyTwo Only

Stone Chips (20 mm) M3 166.477 445.36 Rupees Four Hundred FourtyFive Paise ThirtySix Only

Stone Chips (10 mm) M3 63.643 507.91 Rupees Five Hundred Seven Paise NinetyOne Only

Coarse sand M3 188.653 25.80 Rupees TwentyFive Paise Eighty Only

Add 10% of Seigniorage

Sl. No Bar Mark Bar Location Bar Shape Dia (d) Bar Description in mm n R Formulae Cutting Length (mm) L/B of Structure (mm) Spacing in mm No's Total Length No of Footing/Bay Gross Length Unit Weight Kg/M Weight in Kg Total Weight (Kg)

A B C D (mm) (M)

ABSTRACT OF FOOTING

S.No Dia in mm Total Length Unit Weight Kg./M TOTAL WEIGHT in kg

TOTAL 15,214.281

CAPING BEAM IN L/W

4 TMT Open link in pedestal / stiffeners 8 370 322.5 322.5 24 A+B+C-R-2d 975 3 2925 2.925 96 280.800 0.395 1.155 110.916

STIRRUPS IN CAPING BEAM L/W

12 TMT Stirrups in Cap. Beam End bay in Middle in L/W 8 550 200 2(A+B)+24d 1692 2680 175 16 27072 27.072 8 216.576 0.395 10.693 85.548

14 TMT Stirrups in Cap. Beam Middle bay in Middle L/W 8 550 200 2(A+B)+24d 1692 2655 175 16 27072 27.072 44 1191.168 0.395 10.693 470.511

CAPING BEAM IN T/W

STIRRUPS IN CAPING BEAM T/W

24 TMT Stirrups in Cap. Beam End bay in Middle in T/W 8 450 200 2(A+B)+24d 1492 1973.33 200 11 16412 16.412 8 131.296 0.395 6.483 51.862

26 TMT Stirrups in Cap. Beam Middle bay in Middle T/W 8 450 200 2(A+B)+24d 1492 1823.33 200 10 14920 14.920 16 238.720 0.395 5.893 94.294

ABSTRACT OF CAPING BEAM

S.No Dia in mm Total Length Unit Weight Kg./M TOTAL WEIGHT in kg

TOTAL 14,592.029

ABOVE CAPING BEAM UPTO TOP OF LINTEL BAND

PLINTH & LINTEL BAND IN LONG WALL

LINTEL BAND STIRRUPS IN LONG WALL

4 MST Stirrups in Lintel band in end bay in L/W 6 200 100 2(A+B)+24d 744 7385 150 50 37200 37.200 8 297.600 0.222 8.258 66.067

5 MST Stirrups in Lintel band in middle bay in L/W 6 200 100 2(A+B)+24d 744 7045 150 48 35712 35.712 44 1571.328 0.222 7.928 348.835

PLINTH BEAM STIRRUPS IN LONG WALL

8 MST Stirrups in Lintel band in middle bay in L/W 6 200 200 2(A+B)+24d 944 7045 150 48 45312 45.312 44 1993.728 0.222 10.059 442.608

PLINTH & LINTEL BAND IN T/WALL

12 TMT Bottom lap in Lintel band T/w 10 30d 300 6 1800 1.800 8 14.400 0.620 1.116 8.928

LINTEL BAND STIRRUPS IN T/ WALL

PLINTH BEAM STIRRUPS IN T/ WALL

AIRINLET IN L/WALL

ABSTRACT ABOVE CAPING BEAM UPTO L/BAND

S.No Dia in mm Total Length Unit Weight Kg./M TOTAL WEIGHT in kg

TOTAL 5,418.230

HORIZONTAL BEAM

HORIZONTAL BEAM IN LONG WALL

4 TMT Top lap in H. Beam in Outer side L/W 10 24d 240 14 3360 3.360 4 13.440 0.620 2.083 8.333

5 TMT Bottom lap in H. Beam in Outer side L/W 10 30d 300 14 4200 4.200 4 16.800 0.620 2.604 10.416

HORIZONTAL BEAM STIRRUPS IN LONG WALL

HORIZONTAL BEAM IN T/WALL

STIRRUPS IN HORIZONTAL BEAM T/W

16 TMT Stirrups in Middle bay in Middle H. Beam T/W 8 200 200 2(A+B)+24d 992 1823.33 200 10 9920 9.920 16 158.720 0.395 3.918 62.694

ABSTRACT H/BEAM

S.No Dia in mm Total Length Unit Weight Kg./M TOTAL WEIGHT in kg

TOTAL 3,466.637

1 MST Canopy L/W bar in Top projected part in Gdn. 6 7915 75 B + 2n 8065 4 32260 32.260 16 516.160 0.222 7.162 114.588

3 MST Canopy T/W bar in Top projected part in Gdn. 6 2030 75 B + 2n 2180 4 8720 8.720 32 279.040 0.222 1.936 61.947

CANOPY STIRRUPS

CANOPY STIRRUPS

ABSTRACT OF CANOPY

S.No Dia in mm Total Length Unit Weight Kg./M TOTAL WEIGHT in kg

TOTAL 1,357.953

ABSTRACT OF ROAD CROSSING DRAIN

S.No Dia in mm Total Length Unit Weight Kg./M TOTAL WEIGHT in kg

TOTAL 18,701.796

ABSTRACT OF CAPING BEAM

S.No Dia in mm Total Length Unit Weight Kg./M TOTAL WEIGHT in kg

TOTAL 58,750.927

Bihar State Warehousing Corporation

B-2, 1st Floor Mauryalok Complex, Patna-800001

FINANCIAL BID FORM

COLORED CELLS TO BE FILLED IN BY CONTRACTOR

Name Of Work Construction of Warehouse at Bindwal (PACS) (1000 MT) under Block- Goreayakothi, Dist- Siwan.

Amount of BOQ in Rs. 11,121,178.00

a If a bidder is willing to execute the works, say at the BOQ Amount, he/she must fill in "0" in front of 'in figures' and "ZERO" in front of 'in words' and "AT THE BOQ AMOUNT" in front of 'Above or below'

b If a bidder is willing to execute the works, say at 2.45 percent below the BOQ Amount he/she must fill in "2.45" in front of 'in figures' and TWO POINT FOUR FIVE" in front of 'in words' and "BELOW" in front of 'Above or below'

SI No. What to fill in the colour cells Fill in the four coloured cells below

1 Name of Contractor

2 Address of Contractor

3 Contact Phone No. Contractor

4 Percent above or below the BOQ Amount In figure

5 Above or below