Construction of Warehouse at Ramnagar (PACS) (5,000 MT) under Block- Nabinagar, Dist- Aurangabad.

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 Ramnagar (PACS) (5,000 MT) under Block- Nabinagar, Dist- Aurangabad.

Estimated Cost :- Rs. 36687502

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, PATNA

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

Construction of Warehouse at Ramnagar (PACS) (5,000 MT) under Block- Nabinagar, Dist- Aurangabad.

Cost of BOQ: ₹ 11,800.00 with 18% GST, Beltron Process Fee: As per eproc 2 (Non Refundable)

Amount of BOQ with 18% GST: ₹ 3,66,87,502.00 Amount of EMD: ₹ 7,33,751.00

Sl. No SOR No. Item of Work Unit Qty Rate (Rs.)

1 2.2 Earthwork in rough excavation , banking excavated earth in layer not exceeding20cmindepth,breakingclodswatering, rollingeachlayerwith 1/2tonnerollerorwoodenorsteel rammersandrollingevery3rdandtop most layer with power roller of minimum8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banksandguidebanksor filling up ground depressions. lead upto 50 m and lift upto 1.5 m

2.2.1 All Kinds of soil Cum 1535.08 386.60 Rupees Three Hundred Eighty Six and Paise Sixty Only

2 2.8 Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and arriving of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All Kinds of Soil Cum 1486.13 383.70 Rupees Three Hundred Eighty Three and Paise Seventy Only

3 2.27 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 All Kind of Soil Cum 583.73 49.40 Rupees Forty Nine and Paise Forty Only

4 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. Cum 743.06 123.90 Rupees One Hundred Twenty Three and Paise Ninety Only

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete Cum 3182.12 287.30 Rupees Two Hundred Eighty Seven and Paise Thirty Only

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

4.1.3 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 52.39 3,998.10 Rupees Three Thousand Nine Hundred Ninety Eight and Paise Ten Only

4.1.8 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 410.32 2,975.20 Rupees Two Thousand Nine Hundred Seventy Five and Paise Twenty Only

7 4.3 Centring and shuttering including strutting,propping etc. and removal or form work

4.3.1 Foundations,footings, bases Columns Sqm 103.10 211.10 Rupees Two Hundred Eleven and Paise Ten Only

REINFORCED CEMENT CONCRETE WORK

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

5.1.2 1:1.5:3 (1 Cement: 1.5 Coarse sand 3 graded stone aggregate 20mm nominal size Cum 324.16 4688.30 Rupees Four Thousand Six Hundred Eighty Eight and Paise Thirty Only

9 5.2 Reinforced Cement Concrete Work in Wall (any thickness) , including attached pilaster ,buttresses , plinth and srirng courses , fillets , columns, pillars, piers, abutment, posts and Struts, etc. upto floor five level exculding cost of centring , shuttring , finishing and reinforcement .

5.2.2 1:1.5:3 (1 Cement: 1.5 Coarse sand 3 graded stone aggregate 20mm nominal size Cum 16.58 5670.00 Rupees Five Thousand Six Hundred Seventy Only

10 5.3 Reinforced Cement concrete work in beams, suspended floors, roofs having slope upto 15, landings balconiec, shelves, chajjas, lintels, bands, plain window sills, 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 20mm nominal size) Cum 13.00 5335.90 Rupees Five Thousand Three Hundred Thirty Five and Paise Ninety Only

11 A/R as per BCD SOR Add Extra cement For using 1:1.5:3 Concrete MT 21.25 5897.63 Rupees Five Thousand Eight Hundred Ninety Seven and Paise Sixty Three 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. Sqm 737.09 211.60 Rupees Two Hundred Eleven and Paise Sixty Only

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm 418.23 404.70 Rupees Four Hundred Four and Paise Seventy Only

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 676.82 494.40 Rupees Four Hundred Ninety Four and Paise Forty Only

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

5.22.1G Mild steel 12.0/20 mm dia Kg 1892.00 96.70 Rupees Ninety Six and Paise Seventy Only

5.22.7A Thermo-Mechanically Treated bars TMT Fe-500-8mm dia. Kg 3752.41 94.50 Rupees Ninety Four and Paise Fifty Only

5.22.7B Thermo-Mechanically Treated bars TMT Fe-500-10mm dia. Kg 9287.35 92.60 Rupees Ninety Two and Paise Sixty Only

5.22.7C Thermo-Mechanically Treated bars TMT Fe-500-12mm dia. Kg 11937.54 90.80 Rupees Ninety and Paise Eighty Only

5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mm dia. Kg 6256.43 91.70 Rupees Ninety One and Paise Seventy Only

5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia. Kg 80.77 91.70 Rupees Ninety One and Paise Seventy Only

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

6.1.12A Cement mortar 1:4 (1 cement: 4 coarse sand ) Cum 132.61 5017.90 Rupees Five Thousand Seventeen and Paise Ninety Only

6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) Cum 105.90 4819.90 Rupees Four Thousand Eight Hundred Nineteen and Paise Ninety Only

15 6.3A Extra for Brick work in superstructure above plinth level upto floor V Cum 92.40 842.20 Rupees Eight Hundred Forty Two and Paise Twenty Only

16 10.38 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with.

10.38.1 4 mm thick glass panes. Sqm 16.91 876.00 Rupees Eight Hundred Seventy Six Only

17 16.3 Supplying and Stacking at Site

16.3.3 53 mm to 22.4 mm size stone aggregate Cum 263.34 883.70 Rupees Eight Hundred Eighty Three and Paise Seventy Only

16.3.10 Moorum Cum 60.57 431.20 Rupees Four Hundred Thirty One and Paise Twenty Only

18 16.4 Laying, spreading and compacting stone aggregate of specified sizes toWBMspecifications in uniform thickness, hand picking, rollingwith3wheeledroad/ vibratoryroller8-10tonnecapacity in stagestopropergradeandcamber,applyingandbroomingrequisite typeof screening / bindingmaterial to fill up intersticesof coarse aggregate, watering and compacting to the required density . Cum 198.00 487.00 Rupees Four Hundred Eighty Seven Only

19 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. Cum 264.00 4649.00 Rupees Four Thousand Six Hundred Forty Nine Only

20 16.46 Providing and laying in position bitumen hot sealing compound for expansion joints etc.

16.46.1 Using grade 'A' sealing compound. Per Cm Width Per cm Depth per meter 1575.00 2.30 Rupees Two and Paise Thirty Only

21 11.4 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete1:2:4 (1cement:2 coarse sand:4graded stone aggregate 20 mm nominal size) and top layer12 mm thickmetallic 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. Sqm 2851.10 472.00 Rupees Four Hundred Seventy Two Only

23 11.13 Providing and fixing glass strips in joints of terrazo/cement concrete floors.

11.13.1 40 mm wide and 4 mm thick metre 1386.80 56.10 Rupees Fifty Six and Paise Ten Only

22 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, Sqm 643.31 283.30 Rupees Two Hundred Eighty Three and Paise Thirty Only

23 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.78.2 110 mm diameter metre 182.00 257.50 Rupees Two Hundred Fifty Seven and Paise Fifty Only

24 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.

12.79.5.2 110 mm bend each 28.00 132.00 Rupees One Hundred Thirty Two Only

12.79.6 Shoe plain

12.79.6.2 110 mm Shoe each 28.00 115.95 Rupees One Hundred Fifteen and Paise Ninety Five Only

25 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 each 112.00 182.72 Rupees One Hundred Eighty Two and Paise Seventy Two Only

26 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 28.00 47.90 Rupees Forty Seven and Paise Ninety Only

27 13.11 Cement plaster in course sand

12 mm cement plaster of mix:

13.11.4 1:6 (1 cement:6 coarse sand) Sqm 1235.24 141.50 Rupees One Hundred Forty One and Paise Fifty Only

28 13.12 15 mm cement plaster on rough side of single or half brick wall of mix

13.12.2 1:4 (1 cement:4 coarse sand) Sqm 838.81 176.40 Rupees One Hundred Seventy Six and Paise Forty Only

29 13.26 Neat Cement Punning Sqm 594.60 40.50 Rupees Forty and Paise Fifty Only

30 13.70 White Washing With lime to give an even shade

13.70.1 New work (three or more coats) Sqm 386.40 18.90 Rupees Eighteen and Paise Ninety Only

31 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface

13.78.1 Cement Primer Sqm 341.60 38.60 Rupees Thirty Eight and Paise Sixty Only

32 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) Sqm 341.60 81.20 Rupees Eighty one and Paise Twenty Only

33 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 coats) Sqm 214.03 83.50 Rupees Eighty Three and Paise Fifty Only

34 CARRIAGE OF MATERIAL

1 Coarse Sand from Barul Auranagbad 25 Km Lead Cum 620.01 727.47 Rupees Seven Hundred Twenty Seven and Paise Forty Seven Only

2 Stone Chips from Pipra Palamu 25 Km Lead Cum 1312.81 727.47 Rupees Seven Hundred Twenty Seven and Paise Forty Seven Only

3 Brick from 8 Km (1K + 7P) Lead Per 1000 Nos 105.82 1109.03 Rupees One Thousand One Hundred Nine and Paise Three Only

4 Local Sand from 3 Km (1K + 2P) Lead Cum 3182.12 310.47 Rupees Three Hundred Ten and Paise Forty Seven Only

5 Earth from 3 Km (1K + 2P) Lead Cum 1535.08 314.21 Rupees Three Hundred Fourteen and Paise Twenty One Only

6 Moorum From Pipra Palamu (25 Km) Cum 60.57 643.01 Rupees Six Hundred and Forty Three and Paise one Only

35 10.2 Structural steel work rivetedor bolted inbuilt up sections, trusess and framedwork, including cutting,hoisting,fixing in position and applyinga priming coat of approved ateef primer all complete. Kg 90004.70 95.40 Rupees Ninety Five and Paise Forty Only

36 26.41 Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminum Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PROV8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member.

The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. Kg 24124.98 217.50 Rupees Two Hundred Seventeen and 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. sqm 4768.36 625.10 Rupees Six Hundred Twenty Five and 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 57.60 396.80 Rupees Three Hundred Ninety Six and Paise Eighty Only

12.51.2 Flashings/ Aprons.( Upto 600 mm) metre 256.00 377.90 Rupees Three Hundred Seventy Seven and Paise Ninety Only

12.51.6 Gutter (600 mm over all girth) metre 192.00 898.70 Rupees Eight Hundred Ninety Eight and Paise Seventy Only

39 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 1263.04 144.50 Rupees One Hundred Forty Four and Paise Fifty Only

40 5.21 Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25 mm wide 1:6 mm thick weighing 3.64 kg. er sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers Sqm 58.95 425.10 Rupees Four Hundred Twenty Five and Paise Ten Only

41 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.

10.6.1 80x1.25mm M.S. Laths with 1.25mm thick top cover. sqm 64.80 2673.70 Rupees Two Thousand Six Hundred Seventy Three and Paise Seventy Only

42 AR Supplying 25 mm dia ISI marked PVC Pipe with 12% GST Metre 320.00 38.42 Rupees Thirty Eight and Paise Forty Two Only

Total Amount in Rs.

ADD GST 5.36% w.r.t BCD SOR 2022 FOR 18% INSTEAD OF 12%

43 Add for Seigniorage

982A Coarse Sand Cum 620.01 17.58 Rupees Seventeen and Paise Fifty eight Only

295 Stone chips 20mm Cum 470.72 59.53 Rupees Fifty Nine and Paise Fifty Three Only

297 Stone chips 10mm Cum 164.21 65.79 Rupees Sixty Five and Paise Seventy Nine Only

293 Stone aggregate 40mm Cum 308.45 48.69 Rupees Forty Eight and Paise Sixty Nine Only

291 Stone Aggregate 63mm Cum 13.17 47.37 Rupees Forty Seven and Paise Thirty Seven Only

292 Stone Aggregate 50mm Cum 79.00 47.37 Rupees Fourty Seven and Paise Thirty Seven Only

2602F Brick Per 1000 Nos 105.82 485.20 Rupees Four hundred Eighty Five and Paise Twenty Only

6501 Local Sand Cum 3182.12 14.18 Rupees Fourteen and Paise Eighteen Only

810 Moourm Cum 60.57 15.84 Rupees Fifteen and Paise Eighty Four 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 Ramnagar (PACS) (5,000 MT) under Block- Nabinagar, Dist- Aurangabad.

Amount of BOQ in Rs. 36,687,502.00

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