Construction of Warehouse at Sonauli (PACS) (2000 MT) under Block- Mashrak, Dist- Saran..(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 Sonauli (PACS) (2000 MT) under Block- Mashrak, Dist- Saran.

BOQ Amount:- 17126064

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 Sonauli (PACS) (2000 MT) under Block- Mashrak, Dist- Saran.

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. 1,71,26,064.00 Amount of EMD : Rs. 3,42,521.00

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

1 2.8 Earth work in excavation in foundation trenches ordains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side sand ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All Kinds of soil M3 485.682 360.70 Rupees Three Hundred Sixty Paise Seventy Only

2 2.8.1 + Extra for every additional lift of 1.5 m or part

2.27.1 thereof in :

1.50 mts to 3.00 mts M3 107.660 410.10 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 1742.666 287.30 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 1680.492 283.30 Rupees Two Hundred EightyThree Paise Thirty Only

5 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.12/ Cement mortar 1 .:4 (1 cement: 4 coarse sand ) M3 62.945 5,017.90 Rupees Five Thousand Seventeen Paise Ninety Only

6.1.14/ A Cement mortar 1:6 (1 cement: 6 coarse sand) M3 93.404 4,819.90 Rupees Four Thousand Eight Hundred Nineteen Paise Ninety Only

6 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum M3 93.404 842.20 Rupees Eight Hundred FourtyTwo Paise Twenty Only

7 5.1 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.

5.1.1 1:1:2 (1 Cement : 1 Local sand : 2 Grabbed stone aggregate 20mm Normal size M3 154.589 5,961.90 Rupees Five Thousand Nine Hundred SixtyOne Paise Ninety Only

8 5.2 Reinforced cement concrete work in wall (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement.

5.2.1 1:1:2 (1 Cement : 1 Coarse Sand : 2 Graded stone aggregate 20 mm nominal size.) M3 9.315 6,943.50 Rupees Six Thousand Nine Hundred FourtyThree Paise Fifty Only

9 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having scope up to 15, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) M3 43.842 5,335.90 Rupees Five Thousand Three Hundred ThirtyFive Paise Ninety Only

10 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels.

5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. M3 42.342 164.50 Rupees One Hundred SixtyFour Paise Fifty Only

5.33B.4 Providing M-15grade R.C.C instead of M-20 grade R.C.C. M3 79.671 383.80 Rupees Three Hundred EightyThree Paise Eighty Only

11 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. M2 285.037 211.60 Rupees Two Hundred Eleven Paise Sixty Only

12 5.9.3 Suspended floors, roots, landings, balcnies and access platform. M2 12.000 437.50 Rupees Four Hundred ThirtySeven Paise Fifty Only

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. M2 336.751 404.70 Rupees Four Hundred Four Paise Seventy Only

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts M2 422.657 494.40 Rupees Four Hundred NinetyFour Paise Fourty Only

12 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) M3 14.560 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 40 mm nominal size. M3 17.561 3,279.80 Rupees Three Thousand Two Hundred SeventyNine Paise Eighty Only

13 11.4 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and toplayer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete. M3 175.606 472.00 Rupees Four Hundred SeventyTwo Only

14 5.21 Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25 mm wide 1:6 mm thich weighing 3.64 kg. er sqm for encasing of roiled steel sections in beams, columns and grillages excluding cost of hangers M2 10.763 425.10 Rupees Four Hundred TwentyFive Paise Ten Only

15 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-415-8 mm Dia KG 4340.103 94.50 Rupees NinetyFour Paise Fifty Only

5.22.7B Thermo-Mechanically treated bars TMTC-415- 10 mm Dia KG 1261.025 92.60 Rupees NinetyTwo Paise Sixty Only

5.22.7C Thermo-Mechanically treated bars TMTC-415- 12 mm Dia KG 4892.824 90.80 Rupees Ninety Paise Eighty Only

5.22.7D Thermo-Mechanically treated bars TMTC-415- 16mm Dia KG 7100.485 91.70 Rupees NinetyOne Paise Seventy Only

16 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 224.000 130.80 Rupees One Hundred Thirty Paise Eighty Only

17 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. Kg 505.825 88.30 Rupees EightyEight Paise Thirty Only

18 10.6 Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements 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 manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

40330 80x1.25mmM.S. Laths with 1.25mm thick top cover. M2 17.861 2,673.70 Rupees Two Thousand Six Hundred SeventyThree Paise Seventy Only

19 10.12 Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

40513 Doors M2 10.763 3,038.90 Rupees Three Thousand ThirtyEight Paise Ninety Only

20 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units.

10.13C Steel ventilators M2 21.526 405.30 Rupees Four Hundred Five Paise Thirty Only

21 10.32 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.

10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. Kg 2790.648 114.60 Rupees One Hundred Fourteen Paise Sixty Only

22 12. 60 Extra for providing and fixing ceiling to curved surfaces in narrow widths

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 7.688 528.50 Rupees Five Hundred TwentyEight Paise Fifty Only

23 13.11 Cement plaster in course sand 12 mm cement plaster of mix:

13.11.1 1:3 (1 cement:3 coarse sand) M2 314.152 164.30 Rupees One Hundred SixtyFour Paise Thirty Only

24 13.26 Neat cement punning M2 314.152 40.50 Rupees Fourty Paise Fifty Only

25 13.11.4 1:6(1 cement: 6 coarse sand) M2 1023.542 141.50 Rupees One Hundred FourtyOne Paise Fifty Only

26 13. 70 White washing with lime to give an ever shade

13.70.1 New work (three or more coats) M2 509.526 18.90 Rupees Eighteen Paise Ninety Only

27 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:

13.78.1 Cement primer M2 514.016 38.60 Rupees ThirtyEight Paise Sixty Only

28 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 514.016 81.20 Rupees EightyOne Paise Twenty Only

29 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 M2 74.828 116.50 Rupees One Hundred Sixteen Paise Fifty Only

30 16.3 Supplying and stacking at site.

42432 53 mm to 22.4 mm size stone aggregate M3 153.425 883.70 Rupees Eight Hundred EightyThree Paise Seventy Only

40253 Moorum M3 35.288 431.20 Rupees Four Hundred ThirtyOne Paise Twenty Only

31 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 . M3 115.357 487.00 Rupees Four Hundred EightySeven Only

32 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 129.510 4,420.80 Rupees Four Thousand Four Hundred Twenty Paise Eighty Only

33 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 M2 2.700 6,606.70 Rupees Six Thousand Six Hundred Six Paise Seventy Only

34 10.19 Providing & fixing M.S. round holding down bolts with nuts and washer plasters complete. Kg 585.000 82.70 Rupees EightyTwo Paise Seventy Only

35 12.5 Providing and fixing precoated galvanised iron profile sheets (size, shape andpitch 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, in240 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 of25 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 curvedsurfaces, excluding the cost of purlins, rafters and trusses and including cutting to M2 1,595.020 625.10 Rupees Six Hundred TwentyFive Paise Ten Only

36 12.51 Providing and fixing precoated galvanised steel sheet roofing accessories0.50 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) M2 31.380 396.80 Rupees Three Hundred NinetySix Paise Eighty Only

12.51.6 gutter (600 mm over all Girth) M 44.280 898.70 Rupees Eight Hundred NinetyEight Paise Seventy Only

37 12.78 Providing and fixing on wall face unplastidsed- PVC(working pressure 4 kgfper sqm) rain water pipes conforming to IS :4985 including jointing with sealring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.78.2 110 mm diameter M 64.000 257.50 Rupees Two Hundred FiftySeven Paise Fifty Only

38 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.

12.79.5 110 mm bend each 30.000 132.00 Rupees One Hundred ThirtyTwo Only

12.79.6 110m Shoe each 10.000 115.95 Rupees One Hundred Fifteen Paise NinetyFive Only

39 12.8 Providing and fixing unplasticised -PVC pipe clip of approved design tounplasticised PVC rain water pipe by means of 50x50x50mm hard woodplugs, screwed with M.S. srews of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc

12.80.2 110 mm each 50.000 182.72 Rupees One Hundred EightyTwo Paise SeventyTwo Only

40 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diameter and weighing not less than 440 grams. each 10.000 47.90 Rupees FourtySeven Paise Ninety Only

41 10.2 Structural steel work riveted or bolted in built up sections, trusess andframed work, including cutting,hoisting,fixing in position and applying apriming coat of approved ateef primer all complete. Kg 47,276.880 95.40 Rupees NinetyFive Paise Fourty Only

42 13.106 Lettering with black Japan paint of approved brand and manufact 1CM 800.000 2.70 Rupees Two Paise Seventy Only

43 2.25A Excavating , supplying and filling of local earth,but excluding carriage cost by mechianical transport .......... M3 224.395 411.70 Rupees Four Hundred Eleven Paise Seventy Only

2 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 238.860 444.80 Rupees Four Hundred FourtyFour Paise Eighty Only

3 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 35.829 1,304.60 Rupees One Thousand Three Hundred Four Paise Sixty Only

4 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 23.886 1,930.60 Rupees One Thousand Nine Hundred Thirty Paise Sixty Only

5 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 35.829 4,649.00 Rupees Four Thousand Six Hundred FourtyNine Only

43 Carriage of Materials

Bricks %0 Nos. 144288.000 1109.03 Rupees One Thousand One Hundred Nine Paise Three Only

Stone metal M3 212.474 2,900.40 Rupees Two Thousand Nine Hundred Paise Fourty Only

Stone screening M3 18.086 2389.32 Rupees Two Thousand Three Hundred EightyNine Paise ThirtyTwo Only

Stone chips Cum 347.403 2,723.41 Rupees Two Thousand Seven Hundred TwentyThree Paise FourtyOne Only

Coarse sand Cum 235.305 1,599.13 Rupees One Thousand Five Hundred NinetyNine Paise Thirteen Only

Fine Sand Cum 1775.145 310.47 Rupees Three Hundred Ten Paise FourtySeven Only

Moorum Cum 42.294 3,514.75 Rupees Three Thousand Five Hundred Fourteen Paise SeventyFive Only

Additional cost of Bricks %0 Nos. 144,288.00 0.00

Additional Cement MT 220.999 166.51 Rupees One Hundred SixtySix Paise FiftyOne Only

Add GST 5.36% w.r.t bcd Sor 2022 for 18% instead of 12% GST

44 NS-2 Providing and fixing 2mm thick Polycarbonate sheet panel 1000x1800mm with and including Turbo ventilators shall be with 24” dia neck, temperature difference 30 to 500F, exhaust capacity 1500 cfm, coverage area 300 to 350 sqft and wind speed 3 to 50 KW/H having self lubricated Teflon bush, blades fabricated with special grade stainless steel and venture dome made from UV based fibre glass and fixed all as shown on drawings. Each 8.000 7,908.00 Rupees Seven Thousand Nine Hundred Eight Only

Stone metal (53 mm to 26.5 mm) M3 195.591 328.11 Rupees Three Hundred TwentyEight Paise Eleven Only

Stone metal (26.5 mm to 9.5 mm) M3 10.853 477.36 Rupees Four Hundred SeventySeven Paise ThirtySix Only

Stone metal (9.5 mm to 4.75 mm) M3 6.030 406.45 Rupees Four Hundred Six Paise FourtyFive Only

Moorum M3 7.006 75.35 Rupees SeventyFive Paise ThirtyFive Only

stone screening M3 18.086 87.30 Rupees EightySeven Paise Thirty Only

Stone Chips (40 mm) M3 15.836 336.92 Rupees Three Hundred ThirtySix Paise NinetyTwo Only

Stone Chips (20 mm) M3 323.648 445.36 Rupees Four Hundred FourtyFive Paise ThirtySix Only

Stone Chips (10 mm) M3 3.350 507.91 Rupees Five Hundred Seven Paise NinetyOne Only

Coarse Sand Cum 235.305 25.8 Rupees TwentyFive Paise Eighty Only

Local Sand Cum 1,775.145 66.85 Rupees SixtySix Paise EightyFive Only

Bricks %0 Nos. 144,288.000 5500 Rupees Five Thousand Five Hundred Only

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 Sonauli (PACS) (2000 MT) under Block- Mashrak, Dist- Saran.

Amount of BOQ in Rs. 17,126,064.00

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