Construction of Warehouse at Sukhlahi (PACS) (2500 MT) under Block- Mainatar, Dist- West Champaran.

Technical evaluation sheet (e-tender SBD) BIHAR STATE WAREHOUSING CORPORATION, BIHAR, PATNA. TECHNICAL BID EVALUATION SHEET

MANDATORY CONDITIONS

Name of work :- Construction of Warehouse at Sukhlahi (PACS) (2500 MT) under Block- Mainatar, Dist- West Champaran.

Estimated Cost :- Rs. 24517878

Time of completion :- 12 Months

Sl.No. Particulars LAID DOWN CRITERIA AS PER S.B.D / N.I.T Evaluation Criteria (Mandatory/ Optional) BIDDER

DETAILS Remarks (Responsive/ Non Responsive) Ref. Page

1 Name and address of agency

2 Registration no. & department The contractor must be registered with Central Govt./State Govt./Public Undertakings/Or be of Intrnational Level. Mandatory

3 Legal Status of Bidder Individual / Partnership Firm / Pvt. Ltd./Public Ltd. / Mandatory

4 Power of Attorney Name of Authorized Person to Sign Holding Power of Attorney (If any)

5 Clause-16.1(d) of SBD : BID SECURITY (Earnest Money) Must submit Earnest Money of Rs …………………... in the form as specified in N.I.T. Mandatory

6 PAN Card Must quote PAN and attach I.T Return of previous finanacial year. Mandatory

7 GST Registration Must possess GST registration. Mandatory

8 Clause-4.5A(a) of SBD Must have in any one year a Minimum Annual Financial Turnover (in all classes of civil engineering construction works only) of amount of construction work ,which must be at least equal to 50 % of estimated cost of work for which bid has been invited (i.e. Rs ........................... for this tender). Mandatory

: Annual Financial Turnover 2022-23

9 Clause-4.5A(b) of SBD Satisfactorily completed as a prime contractor (or as a nominated sub-contractor, where the sub- contract involved execution of all main items of work described in the bid document, provided further that all other qualification criteria are satisfied)at least one similar work of value not less than 50% of estimated value of contract (i.e. Rs ..................... for this tender). Mandatory

: Experience of Work of Similar Nature.

10 Clause-4.5A(c) of SBD Executed in any one year , the minimum quantities of the following items of work (as indicated in the Technical Bid Form).

: Experience of Major Items of Work.

Over all for this criteria [Clause-4.5A(c)]

11 Amount of Existing Commitments and On going Works. Attach as per Section-2--1.4(A) (Bidder must declare themselves their all existing commitment hiding fact sufficient cause for rejection) Mandatory

12 Amount of Works for which Bid already Submitted. Attach as per Section-2--1.4(B) Mandatory

13 Clause-4.7 of SBD : Bidding Capacity. The bidder must have available Bidding Capacity more than the bid value, i.e. ……………………………. (= A x N x 3 - B) Mandatory

14 Clause-4.5B(a) of SBD (i) Concrete Mixture with Integral Weigh Batching Facility-2 Nos (age-5 year). Mandatory

(ii) Vibrator (Plate & Niddle)- 4 Nos. (age-5 year). Mandatory

: Plants and equipments .

(iii) Water Tanker- 1 No. (age-5 years). Mandatory

(iv) Steel Shuttering- 3000 sft (age-5 years). Mandatory

Over all for this criteria [Clause-4.5B(a)]

15 Clause-4.5B(b) of SBD Must have Engg. Setup as per Technical Bid

Site Engineer B.E. (Civil) + 03 Years Exp. (3 years in Building Construction ) or Diploma in Civil + 07 year Exp. in Building Construction or Retired A.E.- 1 No. Mandatory

: Key Personnels and their experience.

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 02 Years Exp. Or Retired ITI Holder - 2 Nos. Mandatory

Over all for this criteria [Clause-4.5B(b)]

16 Clause-4.2(i) of SBD Evidence of access to or availability of credit facilities (minimum 10% of the estimated cost, i.e. Rs ………………….) certified by the bankers. Mandatory

17 Clause-12.1 (iv) of SBD : (As per Section- 2 of SBD) Attached affidavit as Perscribed in Section-2 of SBD on and after date of Tender. Mandatory

18 Clause-4.2(ii) of SBD Undertaking that the bidder would be able to invest a minimum of cost upto 25% of of the contract value during implementation of the contract. Mandatory

19 Litigation History Attach Affidavit as prescribed in Section-2 on and after date of Tender. Mandatory

20 NOC for Debar Attach Self Declaration. Mandatory

21 Programme of Construction Attach Descriptions, Drawings and Charts as necessary. Mandatory

22 Character Certificate Attach valid Character Certificate issued from District Police Mandatory

BIHAR STATE WAREHOUSING CORPORATION

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

Name of Work :- Construction of Warehouse at Sukhlahi (PACS) (2500 MT) under Block- Mainatar, Dist- West Champaran.

BILL OF QUANTITY

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

Amount of BOQ : Rs. 2,45,17,878.00 Amount of EMD : Rs. 4,90,357.00

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

Figure Words TOTAL QTY 2500MT

1 2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 0

2.8.1 All kinds of soil M3 603.605 360.70 Rupees Three Hundred Sixty Paise Seventy Only 603.605 603.605

2 2.8.1 + 2.27.1 1.50 mts to 3.00 mts M3 306.745 410.10 Rupees Four Hundred Ten Paise Ten Only 306.745 306.745

3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead M3 560.201 123.90 Rupees One Hundred Twenty Three Paise Ninety Only 560.201 560.201

4 2.25 A Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. M3 8400.000 411.70 Rupees Four Hundred Eleven Paise Seventy Only 8400 8400

5 2.28 Supplying and filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. M3 1049.721 287.30 Rupees Two Hundred EightySeven Paise Thirty Only 1049.721 1049.721

6 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, M2 1957.360 283.30 Rupees Two Hundred Eighty Three Paise Thirty Only 1957.36 1957.36

7 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 0

4.1.2 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) M3 148.433 4,420.80 Rupees Four Thousand Four Hundred Twenty Paise Eighty Only 148.433 148.433

4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) M3 47.303 3998.10 Rupees Three Thousand Nine Hundred NinetyEight Paise Ten Only 47.303 47.303

8 323 Separation Membrane of impermeable plastic sheeting 125 micron thick M2 1484.330 15.36 Rupees Fifteen Paise Thirty Six Only 1484.33 1484.33

9 9999 Operational charges for vaccum dewatering system I/C screed vibration, placing of filtermat, top mat, vaccum process, ploating, trowelling, Brooming etc. including T&P charges I/C consumable power charges, loading & Unloading etc. complete. M3 148.433 168.70 Rupees One Hundred SixtyEight Paise Seventy Only 148.433 148.433

10 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level. 0

5.1.1 1:1:2 (1 Cement : 1 Local sand : 2 Graded stone agregate 20mm Normal size M3 311.604 5,961.90 Rupees Five Thousand Nine Hundred SixtyOne Paise Ninety Only 311.6041744 311.6041744

11 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. 0

5.2.1 1:1:2 (1 Cement : 1 Coarse Sand : 2 Graded stone aggregate 20 mm nominal size.) M3 12.600 6,943.50 Rupees Six Thousand Nine Hundred FourtyThree Paise Fifty Only 12.6 12.6

12 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size). M3 21.697 5335.90 Rupees Five Thousand Three Hundred ThirtyFive Paise Ninety Only 21.69675 21.69675

13 5.33B.1 Providing M-15 grade RCC instead of M-20 grade RCC (Add of deduct) M3 21.697 164.50 Rupees One Hundred SixtyFour Paise Fifty Only 21.69675 21.69675

14 5.33B.4 Providing M-15 grade R.C.C. Instead of M-20 grade R.C.C. M3 21.697 383.80 Rupees Three Hundred EightyThree Paise Eighty Only 21.69675 21.69675

15 6.1 A Brick work with bricks of class designation 100A in foundations and plinth in: 0

6.1.12/1 Cement mortar 1:4 (1 cement : 4 coarse sand) M3 99.787 5017.90 Rupees Five Thousand Seventeen Paise Ninety Only 99.786875 99.786875

16 6.1.14 A Cement Mortar 1:6 (1 cement : 6 coarse sand) M3 111.477 4819.90 Rupees Four Thousand Eight Hundred Nineteen Paise Ninety Only 111.477 111.477

17 6.3 A Extra for Brick work in uperstructure above plinth level upto floor V cum M3 111.477 842.20 Rupees Eight Hundred FourtyTwo Paise Twenty Only 111.477 111.477

18 5.9 Centring and shuttering including strutting propping etc. and removal of form for. 0

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. M2 353.920 211.60 Rupees Two Hundred Eleven Paise Sixty Only 353.92 353.92

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts M2 615.080 494.40 Rupees Four Hundred NinetyFour Paise Fourty Only 615.08 615.08

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. M2 474.018 404.70 Rupees Four Hundred Four Paise Seventy Only 474.0182 474.0182

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 30.456 224.20 Rupees Two Hundred Twenty Four PaiseTwenty Only 30.456 30.456

19 5.22 Providing MS reinforcement as per approved design and drawing including carriage of MS road (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing he rods in position all complete as per Building Specifications and direction of the E/l. 0

a 5.22.7 A Thermo-Mechanically treated bars TMTC-500-8 mm dia Kg 4377.950 94.50 Rupees NinetyFour Paise Fifty Only 4377.95 4377.95

b 5.22.7B Thermo-Mechanically treated bars TMTC-500-10 mm dia Kg 2924.000 92.60 Rupees NinetyTwo Paise Sixty Only 2924 2924

c 5.22.7C Thermo-Mechanically treated bars TMTC-500-12 mm dia Kg 16644.750 90.80 Rupees Ninety Paise Eighty Only 16644.75 16644.75

d 5.22.7D Thermo-Mechanically treated bars TMTFe-500-16mm Dia Kg 10489.300 91.70 Rupees NinetyOne Paise Seventy Only 10489.3 10489.3

20 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 453.705 88.30 Rupees EightyEight Paise Thirty Only 453.705 453.705

21 13.11 12 mm cement plaster of mix: 0

13.11.1 1:3 (1 cement : 3 coarse sand) M2 190.157 164.30 Rupees One Hundred SixtyFour Paise Thirty Only 190.15696 190.15696

22 13.26 Neat Cement Punning M2 190.157 40.50 Rupees Fourty Paise Fifty Only 190.15696 190.15696

23 13.11.4 12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) M2 639.133 141.50 Rupees One Hundred FourtyOne Paise Fifty Only 639.133 639.133

24 13.12.4 15 mm Cement plaster of mix (1:6) (1 cement : 6 coarse sand) M2 603.032 162.80 Rupees One Hundred SixtyTwo Paise Eighty Only 603.032 603.032

25 13.70 White washing with lime to give an ever sha 0

13.70.1 New work (three or more coats) M2 639.133 18.90 Rupees Eighteen Paise Ninety Only 639.133 639.133

26 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface 0

13.78.1 Cement primer M2 603.032 38.60 Rupees ThirtyEight Paise Sixty Only 603.032 603.032

27 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 0

13.79.1 New work (three or more coats) M2 603.032 81.20 Rupees EightyOne Paise Twenty Only 603.032 603.032

28 13.81 Applying priming coat 0

13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work M2 34.60 Rupees ThirtyFour Paise Sixty Only 0

29 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 0

13.82.1 New steel work (two or more coat M2 653.313 83.50 Rupees EightyThree Paise Fifty Only 653.3127 653.3127

30 13.106 Lettering with black Japan paint of approved brand and manufact Each 3.000 30.00 Rupees Thirty Only 3 3

31 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 144.000 130.80 Rupees One Hundred Thirty Paise Eighty Only 144 144

32 10.2 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete. Kg 46529.529 95.40 Rupees NinetyFive Paise Fourty Only 46529.52918 46529.52918

33 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. 0

10.6.1 80x1.25 mm M.S. Laths with 1.25mm thick top cover M2 13.396 2,673.70 Rupees Two Thousand Six Hundred SeventyThree Paise Seventy Only 13.3956 13.3956

34 10.7 Providing and fixing ball bearing for rolling shutters M2 13.396 424.20 Rupees Four HundredTwenty Four Paise Twenty Only 13.3956 13.3956

35 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. 0

10.12.1 Door M2 13.838 3,038.90 Rupees Three Thousand Thirty Eight Paise Ninety Only 13.8384 13.8384

36 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. 0

10.13C Steel ventilator (wood beading to be deduct.) M2 39.953 405.30 Rupees Four Hundred Five Paise Thirty Only 39.9528 39.9528

37 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 0

10.16.1 Hot finished welded type tubes Kg 2104.800 123.90 Rupees One Hundred TwentyThree Paise Ninety Only 2104.8 2104.80

38 10.32 Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 0

10.32.2 In gratings, frames, guard bar, ladders, raillings, brackets, gates & similar works. Kg 3573.329 114.60 Rupees One Hundred Fourteen Paise Sixty Only 3573.3290384 3573.3290384

39 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 2057.078 625.10 Rupees Six Hundred TwentyFive Paise Ten Only 2057.078 2057.078

40 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 0

12.51.1 Ridges plain (500 - 600mm) Sqm 39.810 396.80 Rupees Three Hundred NinetySix Paise Eighty Only 39.81 39.81

12.51.6 Gutter (600 mm over all girth mtr 154.300 898.70 Rupees Eight Hundred NinetyEight Paise Seventy Only 154.3 154.3

41 5.21 Extra for providing and fixing expanded metal mesh of size 20X60 mm and strands 3.25mm wide 1.6mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers M2 13.838 425.10 Rupees Four Hundred Twenty Five Paise Ten Only 13.8384 13.8384

42 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. 0

12.78.2 110 mm diameter M 76.800 257.50 Rupees Two Hundred Fifty Seven Paise Fifty Only 76.8 76.8

43 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 0

a 12.79.5.2 Band 87.5 110 mm bend Each 36.000 132.00 Rupees One Hundred Thirty Two Only 36 36

b 12.79.6.2 110m Shoe Each 12.000 115.95 Rupees One Hundred Fifteen Paise Ninty Five Only 12 12

44 16.3 Supplying and stacking at site. 0

16.3.3 53 mm to 22.4 mm size stone aggregate M³ 197.416 883.70 Rupees Eight Hundred Eighty Three Paise Seventy Only 197.416 197.416

16.3.10 Moorum M132 45.406 431.20 Rupees Four Hundred Thirty One Paise Twenty Only 45.40568 45.40568

45 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 148.433 487.00 Rupees Four Hundred Eighty Seven Only 148.433 148.433

46 N.S-1 Providing and fixing 2 mm thick poly carbonate sheet panel 1000x1800 mm with and including turbo ventilators shall be with 24" dia neck , temprature difference 30 to 500 F, exhaust capacity 1500 cfm, coverage area 300 to 350 sqft and wind speed 3 to 50 KW/H having self lubricated teflon bush, blade fabricated with special grade s.s and venture dome etc of standard manufacturer. Each 18.000 7,908.00 Rupees Five Thousand Five Hundred Eighty Five Paise Fifty Only 18 18

47 Carriage of Materials 0

Bricks %0 Nos. 167,505.000 1109.03 Rupees OneThousand One Hundred Nine Paise Three Only 167505 167505

Stone Chips (Rail ) M3 463.151 2833.34 Rupees Two Thousand Eight Hundred Thirty Three Paise Thirty Four Only 463.15137574 463.15137574

Stone Metal ( Rail ) M3 197.416 2897.31 Rupees Two Thousand Eight Hundred Ninty Seven Paise Thirty One Only 197.41589 197.41589

Coarse Sand M3 314.949 1599.13 Rupees One Thousand Five Hundred Ninty Nine Paise Thirteen Only 314.9485663 314.9485663

Local Sand M3 1,079.081 310.47 Rupees Three Hundred Ten Paise Fourty SevenOnly 1079.0814 1079.0814

Screening Material (Rail ) M3 45.406 2480.80 Rupees Two Thousand Four Hundred Eighty Paise Eighty Only 45.4056547 45.4056547

Additional Cost Of Cement MT 309.080 166.51 Rupees One Hundred Sixty Six Paise Fifty One Only 309.0798404 309.0798404

Local sand M3 1,079.081 66.85 Rupees Sixty Six Paise Eighty Five Only 1079.0814 1079.0814

Stone metal (53 mm to 26.5 mm) M3 197.416 328.11 Rupees Three Hundred Twenty Eight Paise Eleven Only 197.41589 197.41589

stone screening M3 45.495 87.30 Rupees Eighty Seven Paise Thirty Only 45.495 45.495

Stone Chips (20 mm) M3 324.206 445.36 Rupees Four Hundred Fourty Five Paise Thirty Six Only 324.205963 324.205963

Stone Chips (10 mm) M3 138.945 507.91 Rupees Five Hundred Seven Paise Ninty One Only 138.9454127 138.9454127

Coarse sand 314.949 25.80 Rupees Twenty Five Paise Eighty Only 314.9485663 314.9485663

Seigniorage Charge 10% of cost of minor mining materials of Total (C) TOTAL D

Add GST 5.36% w.r.t bcd Sor 2022 for 18% instead of 12% GSTON TOTAL ( E)

G.Total ( D + F )

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 Sukhlahi (PACS) (2500 MT) under Block- Mainatar, Dist- West Champaran.

Amount of BOQ in Rs. 24,517,878.00

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