17/BIADA/2026-27 CONSTRUCTION OF RCC DRAIN WITH RCC CULVERT AND SUMP ROOM FOR CONVEYANCE SYSTEM AND CONSTRUCTION OF BOUNDARY WALL AT IGC AURANGABAD (PHASE-I)

STANDARD BIDDING DOCUMENT

TECHNICAL BID SHEET(NIT-17/BIADA/2026-27)

BIHAR INDUSTRIAL AREA DEVELOPMENT AUTHORITY First Floor, Udyog Bhawan, East of Gandhi Maidan, Patna

Name of Work CONSTRUCTION OF RCC DRAIN WITH RCC CULVERT AND SUMP ROOM FOR CONVEYANCE SYSTEM AND CONSTRUCTION OF BOUNDARY WALL AT IGC AURANGABAD (PHASE-I) Cost of Work as per BOQ (Rs) 66759713 Time of Completion in months 6 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Cost of BOQ 10000+18% GST = Rs. 11800.00 Date of Tender 28.07.2026

Sl No. Items Requirement NAME OF THE CONTRACTOR

ADDRESS OF THE CONTRACTOR

1 Bid Validity Affadavit as per SBD Bid validity periods In days

2 BID SECURITY Scanned Copy to be attached) As per attached SBD (A) Bank Gurantee issued by (Issued from govt./Schedule Bank) in favour of Bihar Industrial Area Development Authority ,Patna Amount To be entered (Rs in Lakhs)

(B) Intenet banking/Internet Payment Gateway (IPG) is valid. Amount To be entered (Rs in Lakhs)

BID SECURITY AMOUNT (Rs. In Lakhs) Bid Security Amount - (Rs in Lakhs) 1335200

3 (i) Legal Status of Bidder.

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid

4 Turn Over As per NIT/SBD

2020-21 Amount To be entered (Rs in Lakhs)

2021-22 Amount To be entered (Rs in Lakhs)

2022-23 Amount To be entered (Rs in Lakhs)

2023-24 Amount To be entered (Rs in Lakhs)

2024-25 Amount To be entered (Rs in Lakhs)

5 Work Experience of Similar nature (As per SBD in attach format) As per NIT/SBD

6 Quantity wise Experience (As per SBD and in attached format) As per NIT/SBD

7 The contractor should possess required valid license for executing the work and should have executed similar works for a minimum amount as indicated in Appendix in any one year. (To be filled in the format specified under 1.3.1)

8 Liquid assets and /or availability of credit facilities As per attached SBD/Appendix

9 Assessed Available Bidding Capacity (A*N*3-B) A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the year indicated in Appendix) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited. B = Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going works to be completed during the next one year. (As per attached SBD)

(i) (a) Existing commitments and ongoing works (As per format attached SBD)

(ii) (b) Work for which Bid already submitted (As per format attached SBD)

10 Evidence of access to or availability of creadit facilities As per format attached in SBD Amount To be entered (Rs in Lakhs)

11 Litigation History (As per format attached SBD) As per format attached in SBD

12 Affidavit As per format attached in SBD

13 Undertaking As per format attached in SBD

14 Proposals (As per format attached SBD) Proposal, If any for sub contracting of elements of work, costing more that 10% of the Bid amount.

15 Authority Authority to seek references from the bidders bankers.

16 Proposed methodology and Programme of Construction The proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones (As per attached SBD)

17 List of Key Personnel As per attached SBD

18 List of Key Plants & Equipments As per attached SBD

19 Registration As per attached SBD

20 Permanent Accountant Number (PAN) (As per NIT) As per NIT/SBD

21 Income Tax Return (ITR) As per NIT/SBD

22 Value Added Tax As per NIT/SBD

23 Sales Tax Clearance As per NIT/SBD

24 Character Certificate As per NIT/SBD

25 Non blacklisted or debarred by any State Govt./Central Govt. / Govt. undertaking in India as on the date of bid opening As per as per SBD

26 Electrical License As per as per SBD

Note Evaluation will be done as per SBD Clauses & the information provided in the document attached with tender. Bidder may Disqualify, if documents are not attached properly.

ABSTRACT OF COST

Construction of R.C.C Drain with R.C.C. Culvert and SUMP ROOM FOR CONVEYANCE SYSTEM and Construction of Boundary Wall at IGC Aurangabad (Phase - I )

Sl No. Item of Work Amount

1 CONSTRUCTION OF RCC DRAIN WITH RCC CULVERT at IGC AURANGABAD Type - I :- Length = 1220.00m , Wide = 1200mm , Height = 1.5m Type - II :- Length =1180.00m, Wide = 1000mm , Height = 1.35m Type-1:- 1200mm x 1200mm x 9mtr. -no.-1 52718270.00

2 SUMP ROOM FOR CONVEYANCE SYSTEM AT IGC AURANGABAD 968044.00

3 Construction of PUMPING STATION (ELECTROMECHANICAL PART ) at I G C Aurangabad 7916994.00

4 Construction of Boundary WallLength = 510.00m and Height = 2.15m at Industrial Growth Center Aurangabad 5156405.00

TOTAL Rs. 66759713.00

Bill of Quantity

ABSTRCT OF COST

CONSTRUCTION OF RCC DRAIN WITH RCC CULVERT at IGC AURANGABAD Type - I :- Length = 1220.00m , Wide = 1200mm , Height = 1.5m Type - II :- Length =1180.00m, Wide = 1000mm , Height = 1.35m Type-1:- 1200mm x 1200mm x 9mtr. -no.-1

SL No. Item Code Description of Items Unit Quantity Rate Amount

1 2.6 BCD-2022 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

2.6.1 AH Kinds of soil Cum. 6353.45 314.90 2000701.41

2 2.8.1 BCD 22 Earth work in excavation in foundation trenches or drains(not exceeding 1.5m 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. cum 41.00 360.70 14788.70

3 2.28 BCD-2022 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum. 281.30 287.30 80817.49

4 11.72 BCD-2022 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. 3744.00 283.30 1060675.20

5 4.1.5 BCD-2022 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cum. 281.30 3434.00 965984.20

6 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

5.33A.1 All work upto plinth level Cum. 2053.92 4756.90 9770292.05

7 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. 1094.42 211.60 231579.27

8 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm. 13746.00 375.10 5156124.60

9 5.9.3 Suspended floors, roots, landings, balcnies and access platform. Sqm. 2661.28 437.50 1164310.00

10 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

A 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg. 246268.96 92.60 22804505.70

B 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg. 876.78 90.80 79611.62

11 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 Cum. 378.00 123.90 46834.20

12 6.1.12/1+6.3A Extra for Brick work in superstructure above plinth level upto floor V cum Cement mortar 1 .:4 (1 cement: 4 coarse sand ) cum 0.81 5860.10 4746.68

13 13.13 20 mm cement plaster of mix ;

13.13.2 1: 4(1 cement: 4 coarse sand) Sqm. 8.28 209.90 1737.97

14 13.73 Colour washing such as green, blue or buff to give an even shade

13.73.1 New work (two or more coats) with a base coat of white washing Sqm. 8.28 25.90 214.45

15 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.

12.78.1 75 mm diameter metre 72.00 162.70 11714.40

TOTAL Amount Rs. "A" 43394637.94

TOTAL Amount Rs. "B" 45720590.53

16 Carraige of Materials

( B ) Stone Chips ( 135 Km. Kodarma ) Cum. 2112.87 2509.51 5302268.39

( C ) Coarse Sand ( 25 Km. Dehri ) Cum. 1056.69 617.32 652315.87

( D ) Local Sand ( 3 Km Lead) Cum. 812.95 263.46 214179.81

TOTAL Amount Rs ."C" 6781520.25

17 Add Seigniorage charge @10% on Basic Material Cost

(ii) Coarse Sand Cum. 1056.69 175.80 18576.61

(iii) Stone Chips Cum. 2112.87 604.91 127809.62

(iv) Local Sand Cum. 812.95 95.33 7749.85

TOTAL Amount Rs. "D" 216159.24

Grand Total Rs. "B+C+D" 52718270.02

Bill Of Quantity

ABSTRCT OF COST

Constructio of Under Ground Sump House at IGC Aurangabad

Sl No Description Unit Quantity Rate Amount

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

2.6.1 All kinds of soil Cum 71.00 314.90 22357.90

2 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 Cum 42.00 123.90 5203.80

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

2.27.1 Ali kinds of soil.

4 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 2.00 287.30 574.60

5 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 20.00 283.30 5666.00

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.

4.1.6 1:3:6 (1 Cement; 3 coarse sand :6 graded stone aggregate 40 mm nominal size) cum 2.00 3279.80 6559.60

7 4.12 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers. per 50Kg Cement 244.00 57.16 13947.04

8 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement

5.33.1 All works up to plinth level

A 5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum cum 20.00 5063.40 101268.00

5.33.2 All work from plinth level upto floor V level

B 5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum cum 6.00 5863.20 35179.20

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

C 5.33B.2 Providing M-30 grade R.C.C. instead of M-20 grade R.C.C. Cum 26.00 225.40 5860.40

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

9 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 6.00 211.60 1269.60

10 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 111.00 375.10 41636.10

11 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 18.00 437.50 7875.00

12 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm 48.00 404.70 19425.60

13 5.9.16 Edges of slabs and breaks in floors and walis-

14 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

A 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. Kg 750.00 94.50 70875.00

B 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 1250.00 92.60 115750.00

C 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg 1000.00 90.80 90800.00

D 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 700.00 91.70 64190.00

E 5.22.7E Thermo-Mechanically Treated bars TMTC-500-20mm dia. Kg 300.00 91.70 27510.00

15 6.1C Brick work with Fly ash bricks as per IS 12894(2002) & IS 3495 in foundation and plinth in:

6.1.14C Cement mortar 1:6(1 cement:6 coarse sand) Cum 7.00 4923.00 34461.00

16 6.3C Extra for Brick work in superstructure above plinth level upto floor V Level Cum 7.00 842.20 5895.40

17 10.12 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitred and welded with 15x3mm lugs, 10cm long, with steel lugs embedded in cement concrete blocks 15x10x10cm of 1:3:6( 1 cement: 3 coarse sand: 6 graded stone aggregate 20mm 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.

18 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.

10.5.1 Using M.S. angle 40x40x6 mm for diagonal braces sqm 3.00 3653.00 10959.00

19 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 50.00 114.60 5730.0

20 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 20.00 289.10 5782.0

21 11.6 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1cement:3 coarse sand) finished with a floating coat of neat cement

22 13.11 12mm cement plaster of mix:

13.11.4 1:6(1 cement: 6 coarse sand) sqm 111.00 141.50 15706.50

23 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 27.00 176.40 4762.80

24 13.24 6 mm cement plaster to ceiling of mix :

13.24.2 1:4(1 cement: 4 coarse sand) Sqm 27.00 125.60 3391.20

25 13.26 Neat cement punning sqm 138.00 40.50 5589.00

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

13.78.1 Cement primer sqm 27.00 38.60 1042.20

27 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 27.00 81.20 2192.40

28 19.18 Supplying and fixing C.I. cover without frame for manholes :

19.18.3 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg Each 1.00 6918.30 6918.30

29 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

100mm dia. Nominal bore (Derive) mt 60.00 1174.00 70440.00

30 17.35 Providing and fixing soil, waste and vent pipes :

17.35.1.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 mt 9.00 1036.50 9328.50

31 17.30 Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design. Each 1.00 45.30 45.30

32 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :

19.15.2 With 20 mm diameter round bar Each 9.00 296.30 2666.70

Total Rs. (A) 832515.89

Add CGST & SGST @5.36% on (A) 44622.85

Total Rs. (B) 877138.74

33 Carriage of Materials

A Bricks 100A(local lead 1K+7P) Per 1000 Nos. 4140.00 798.76 3306.87

B Coarse sand , (25Km Dehri) Cum 20.00 617.32 12346.40

C Stone chips , (135 Km Koderma) Cum 24.00 2509.51 60228.24

D Local Sand ( 3 Km Lead) Cum 2.00 263.46 526.92

E Steel ( 5 Km. Lead) mt 4.00 439.64 1758.56

F Cement ( 5 Km. Lead) mt 20.00 439.64 8792.80

Total Rs. (C) 86959.79

34 Add Seigniorage charge @10% on Basic Material Cost

A Bricks Per 1000 Nos. 4140 512.80 2122.99

B Coarse sand Cum 20.00 17.58 351.60

C Stone Chips Cum 24.00 60.50 1452.00

D Local Sand Cum 2.00 9.53 19.06

Total Rs. (D) 3945.65

Grand Total (B+C+D) 968044.18

Bill Of Quantity

Abstract of Cost

Construction of PUMPING STATION (ELECTROMECHANICAL PART ) at I G C Aurangabad

Sl.No Description of work Unit Quantity Rate Amount

1 NS Providing , fixing , testing and Commissioning of Drainage Sump Pumps for lifting water from Drainage Sumps in site plan ground level

Submersible single stage single entry pumps with C.I body and two vane enclosed type SS impeller connected to TEFC Submersible motor minimum solid handling capacity of 38 to 40 mm suitable for operation on 415 volts, 3 phase , 50 cycles including MCC panel with level controllers, auto control, sequential change over facility with one proper working at low level and two proper working at high level with an audible alarm including all interconnectivity cables with both pumps connected to common outlet header including valves non return valves lifting chains etc. Complete in all respect :

The above pump set must be supplied complete with following accessories :

( a ) Complete piping 250/300 mm dia common delivery upto 15m as per enclosed tentative layout ( The pipe should be preferably HDPE pipe of ISI marked PE-80, 10 Kg /sq.cm.)-1Set

( b ) 300mm dia PVC/PP butter fly valve -- 2 Nos.

( c ) 250mm dia PVC/ PP butter fly valve --- 3Nos

( d ) 250 mm dia PVC /PP NRV -- 3Nos

( e ) Necessary cables from pump set to control panel ( position of panel marked in enclosed layout in plant room.) --- 1 Set

( f ) Electrical switch panel (incomer 100A,25 KA) having all necessary accessories and safety devices of standard specifications . (Location of panels of pumping stations as per site condition.)….. 1No.

(g) Automatic builtup water level controller with necessary length of cable upto control panel.

Motor Rating -14 KW

Discharge -Max 325 cum/hr (Per Pump)

Solid Handling - 38 to 40 mm

Total Head - 10 to 12 m

(Complete set as above witj 1Nos (1W+1S)pumps) set 1.00 1616994.00 1616994.00

2 NS Providing , fixing , testing and Commissioning ofHDPE pipe os ISI markwed PE-80 (10kg/sqm)conforming to IS:4984 alongwith all required fitting likr tees,bends,crosses,reducer,endcaps etc jointed with approved solvents cement as per manufactures recommendation fixed to walls and ceiling and under floor with clamp angles,nut,bolts complete including cutting and making good thr floors and walls ehere required complete of outer diameter

Total Rs. 7916994.00

Bill of Quantity

ABSTRCT OF COST

Construction of Boundary WallLength = 510.00m and Height = 2.15m at Industrial Growth Center Aurangabad

SL. No. Item Code Description of Items Unit Quantity Rate Amount

1 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

2.29.1 All kinds of soil. 100Sqm. 510.00 1355.40 6912.54

2 20.3A Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth )

3 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 ofbottoms, 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. 25.55 360.70 9215.89

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum. 8.52 287.30 2447.80

5 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. 113.56 283.30 32171.55

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.

4.1.5 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cum. 8.52 3434.00 29257.68

7 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost ofcentring,shuttering,finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Cum. 64.70 4688.30 303333.01

8 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec,shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Cum. 33.15 5335.90 176885.09

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. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) Cum. 23.69 5670.00 134322.30

10 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.12/1+6.3A Cement mortar 1 .:4 (1 cement: 4 coarse sand ) Extra for Brick work in superstructure above plinth level upto floor V cum Cum. 193.06 5860.10 1131350.91

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

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm. 459.26 404.70 185862.52

12 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts Sqm. 94.78 494.40 46859.23

13 5.9.3 Suspended floors, roots, landings, balcnies and access platform. Sqm. 76.54 437.50 33486.25

14 13.11 Cement plaster in course sand 12 mm cement plaster of mix:

15 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:

13.78.1 Cement primer Sqm. 2474.73 38.60 95524.58

16 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. 2474.73 81.20 200948.08

18 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-500-8mm dia. Kg. 5228.67 94.50 494109.32

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg 1652.33 92.60 153005.76

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg 9034.57 90.80 820338.96

19 Carraige of Materials

( B ) Stone Chips ( 135 Km. kodarma ) Cum. 113.48 2509.51 284779.19

( C ) Coarse Sand ( 25 Km. Dehri ) Cum. 155.64 617.32 96079.68

( D ) Local Sand ( 3 Km Lead) Cum. 10.79 263.46 2842.73

Add. Seiognoraje fee 10% of Mterial

( B ) Coarse Sand cum. 155.64 175.80 2736.15

( C ) Local Sand cum. 10.79 95.33 102.86

Total " D " 61080.96

Grand Total Rs. B + C + D 5156404.57

Say Amount Rs. 51,56,405.00

BIHAR INDUSTRIAL AREA DEVELOPMENT AUTHORITY

(A GOVERNMENT OF BIHAR UNDERTAKING)

FINANCIAL BID FORM

CONSTRUCTION OF RCC DRAIN WITH RCC CULVERT AND SUMP ROOM FOR CONVEYANCE SYSTEM AND CONSTRUCTION OF BOUNDARY WALL AT IGC AURANGABAD (PHASE-I)

NAME AND ADDRESS OF THE BIDDER with e-mail id.

QUOTING SHEET FOR BIDDERS

Tender NIT-17/BIADA/2026-27

S.NO. BIDDER'S PRICE

Name of Work ESTIMATED AMOUNT ABOVE/BELOW (+) or (-) QUOTED BY CONTRACTOR QUOTED AMOUNT

IN FIGURES IN WORDS

1 CONSTRUCTION OF RCC DRAIN WITH RCC CULVERT AND SUMP ROOM FOR CONVEYANCE SYSTEM AND CONSTRUCTION OF BOUNDARY WALL AT IGC AURANGABAD (PHASE-I) 66,759,713.00

Total Amount in Rs. 66,759,713.00 0 0.00