52/BIADA/2025-26 Road widening with a new flexible paved road, Re-surfacing laying paver blocks, construction of RCC drains, Culvert, Kerb stones, main gate and installation of street lights at Industrial Area Bettiah.

STANDARD BIDDING DOCUMENT (NIT/52/BIADA/2025-26)

TECHNICAL BID SHEET

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

Name of Work Road widening with a new flexible paved road, Re-surfacing laying paver blocks, construction of RCC drains, Culvert, Kerb stones, main gate and installation of street lights at Industrial Area Bettiah. Cost of Work as per BOQ (Rs.) Time of Completion in months 6 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Cost of BOQ 10000+18% GST = Rs. 11800.00 63085100 Date of Tender 20.03.2026

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) Indian post office term deposit 3 year/5year/National Saving Certificate/ Kishan Vikash Patra duly endorsed by the Competent Postal authority in Bihar issued in the same year. Amount To be entered (Rs in Lakhs)

(B) Fixed deposit receipt of a Schedule bank, Fixed deposit receipt should be Valid for six months after last date of receipt of tender and shall be pledged in favour of the BIADA. Amount To be entered (Rs in Lakhs)

(C ) 5 year National Development bond/State development loan certificate. Amount To be entered (Rs in Lakhs)

(D) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given. (As per format attached in SBD) Amount To be entered (Rs in Lakhs)

(E) Bank draft issued by by scheduled bank in favour of BIADA payable at Patna Amount To be entered (Rs in Lakhs)

BID SECURITY AMOUNT (Rs. In Lakhs) Bid Security Amount - (Rs in Lakhs) 1262000/-

3 (i) Legal Status of Bidder.

(ii) Place of Registration.

(iii) Principal place of Business _(* #,##0.32_);_(* \(#,##0.32\);_(* "-"??_);_(@_)

(iv) Power of attorney of signatory Bid

4 Turn Over As per NIT/SBD Amount To be entered (Rs in Lakhs)

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) and GST 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 debarred/ blacklisted by any State Govt./Central Govt. / Govt. undertaking in India as on the date of bid 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.

STANDARD BIDDING DOCUMENT

TECHNICAL BID SHEET

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

TENDER NO. 10/BIADA/2025-26 DATE OF ISSUE OF TENDER 01.07.2025

NAME OF THE WORK Construction work of Multistoried Pre-Engineered (G+2) Building (Phase – 2) for the Development of industrial area Jhanjharpur as a Model Green Industrial Area. COST OF WORK AS PER BOQ Rs. 27, 76,01,086.00

BID SECURITY (EMD)AMOUNT Rs. 5586500 COMPLETION PERIOD IN MONTHS 9 Months

NAME OF TENDERER All Colered Cells Are Mandatory To Be Filled By The Bidders

ADDRESS , E-MAIL & WHATSAPP ENABLED MOOBILE NUMBER OF TENDERER

S.N. ITEMS REQUIREMENT REMARKS PAGE NO.OF UPLOADED DOCUMENT

1 REGISTRATION (Any Contractor Registered with Central Government / Any State Government / Any Public Sector Undertakings or an Agency of National or International repute may tender but Registration with Bihar Industrial Area Development Authority will be essential after issue of Letter Of Acceptance.) Department

Registration No.

Date of Validity

2 ELECTRICAL LICENCE REGISTRATION (The contractor or his identified sub-contractor should possess required valid electrical license for executing the building work and should have executed similar electrical works for a minimum amount as indicated in Appendix in any one year. (To be filled in the format specified under 1.3.1) ( Cl. 4.5 A(d))) Department

Registration No.

Date of Validity

3 LEGAL STATUS OF BIDDER ITB clause 4.3 (a) (Attach Self Attested Copy) (i) Individual/Partnership/Pvt. Ltd./Public Ltd.

(ii) Place of Registration.

(iii) Principal Place of Business

(iv) Power of Attorney of Signatory Bid (ITB clause 4.5(iv))

4 JOINT VENTURE (Bids from Joint ventures are acceptable above Rs. 10.00 Crore Projects) Bids from Joint ventures are acceptable above Rs. 10.00 Crore Projects. The tenderer will have to submit the Joint Venture documents as per eligibility criteria & other instructions issued vide Road Construction Department letter No. 8131(S) dated 24.7.2012.

5 PERMANENT ACCOUNT NUMBER (PAN) Attach self attested copy

6 GST REGISTRATION Attach self attested copy

7 COST OF BOQ (e payment only) 10000+18% GST = Rs. 11800.00

8 BID SECURITY (PLEDGED/ISSUED AFTER DATE OF TENDER (AS PER CLAUSE NO. 16 OF SBD) Scanned Copy to be attached and Original copy to be submitted in office) (A) Unconditional bank guarantee from any scheduled Indian bank in the format given ATTACH AS PRESCRIBED IN SEC-2 OF SBD (B) e-Payment Amount To Be Entered (Rs. In Lakhs)

9 WORK EXPERIENCE OF SIMILAR NATURE ITB clause 4.5 (A)(b) (AS PRESCRIBED IN NIT/SBD) Satisfactory completed at least one similar nature work of value not less than 50% of estimated value of contract (Rs. In Lakhs). The completion certificate shall be issued by employer not below the rank of Executive Engineer.

10 QUANTITY WISE EXPERIENCE (EXECUTED QUANTITY IN ANY ONE FINANCIAL YEAR DURING LAST FIVE YEARS ITB clause 4.5 (A)( c ), 4.5 (A) (d) & 4.5(A)(e)) MINIMUM QUANTITY / AMOUNT AS PRESCRIBED IN SBD

Earth work + Local sand - 4240.26 Cum.

PCC+RCC -1561.00 Cum.

Brick Flat Soling : 1849.00 Sqm

Autoclaved Aerated Cement Blocks (AAC) work - : 635.00 Cum.

Plaster work - 3950.00 Sqm.

Stuctural Steel work - 365.525MT

Reinforcement work - 267.145 MT

Glavanised steel Deck Sheet - 3233.00 Sqm

Painting work - 3679.00sqm.

High Pressure laminate (HPL) : 354.75 Sqm

Flooring work-5010.0 Sqm

Electrical work Rs.32,71,685.00

PHE work -Rs. 16,53,525.00

Fire fighting/ Sprinkler System Rs.42,62,750.00

Water Proofing WORK : 4045.0 Sqm.

11 ANNUAL FINANCIAL TURN OVER OF LAST FIVE YEARS ITB clause 4.5 (A)(a) (Balance Sheet, Profit & Loss And Audit Report duly audited by CA) FY 2020-2021 Amount To be entered (Rs in Lakhs)

FY 2021-2022 Amount To be entered (Rs in Lakhs)

FY 2022-2023 Amount To be entered (Rs in Lakhs)

FY 2023-2024 Amount To be entered (Rs in Lakhs)

FY 2024-2025 Amount To be entered (Rs in Lakhs)

12 LIQUID ASSETS AND OR AVAILABILITY OF CREDIT FACILITY (10% OF PROJECT COST) (ITB clause 4.5 B(c)) CERTIFICATE ISSUED BY BANK AS PER PRESCRIBED FORMAT IN SEC-2 OF SBD ON AND AFTER DATE OF TENDER

13 BIDDING CAPACITY (BC=A*N*3-B) (Should be more than the bid value) ITB clause 4.7 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 ----- year (period of completion of the works for which bids are invited).

14 (A) AMOUNT OF EXISTING COMMITMENTS AND ONGOING WORKS ATTACH AS PER SEC 2- 1.4(A) ON & AFTER DATE OF TENDER ( Bidder must decleare themselve their all exising commitment hiding fact be sufficient cause for rejection)

(B) AMOUNT OF WORK FOR WHICH BID ALREADY SUBMITTED ATTACH AS PER SEC 2- 1.4(B) ON & AFTER DATE OF TENDER ( Bidder must decleare themsslve their all exising commitment hiding fact be sufficient cause for rejection)

15 BANKERS' CERTIFICATE FOR EVIDENCE OF ACCESS TO OR AVAILABILITY OF CREDIT FACILITIES CERTIFICATE ISSUED BY BANK AS PER PRESCRIBED FORMAT IN SEC-2 ON AND AFTER DATE OF TENDER

16 AFFIDAVIT (i) ATTACH AFFIDAVIT AS PRESCRIBED IN SEC-2 OF SBD ON AND AFTER DATE OF TENDER

(ii) ATTACH AFFIDAVIT AS PRESCRIBED IN NIT ON AND AFTER DATE OF TENDER

17 CHARACTER CERTIFICATE Attach a Valid Character Certificate of Tenderer issued by competent authority

18 UNDERTAKING (i) Investment of minimum cash up to 25% of the value of the work during implementation of the contract (i) ATTACH AS PRESCRIBED IN SEC-2 OF SBD I.T.B. 4.2(ii)

(ii) Bid Validity : 120 days (ii) ATTACH UNDERTAKING AS PRESCRIBED IN SBD I.T.B. 15.1

19 LITIGATION HISTORY (ITB clause 4.3 (j)) Attach Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount as prescribed in SBD. ATTACH AFFIDAVIT AS PRESCRIBED IN SEC-2 ON & AFTER DATE OF TENDER

20 PROPOSED METHODOLOGY AND PROGRAMME OF CONSTRUCTION (ITB clause 4.3 (1) & 4.5(B)(a) 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 . ATTACH DESCRIPTIONS,DRAWINGS AND CHARTS AS NECESSARY

21 TECHNICAL PERSONNEL (ITB clause 4.5 B(b)) AS PER SEC-2-1.6 OF SBD ATTACH NECESSARY CERTIFICATE AND CURRENT AIIFIDAVIT OF BOTH EMPLOYEE AND EMPLOYER ON AND AFTER DATE OF TENDER

22 LIST OF KEY PLANTS & EQUIPMENTS (ITB clause 4.5 B(a)) AS PER SEC 2-1.5 OF SBD MAX. AGE 5 YEARS ATTACH OWNED VOUCHER/CASH MEMO/INVOICE AND AFFIDAVIT IN CASE OF LEASED/HIRE ON AND AFTER DATE OF TENDER

Note Evaluation will be done as per SBD , NIT Clauses & the information provided in the document attached with tender. Bidder may Disqualify, if documents are not attached properly. Attachment should be self attested and should be attached as per above instruction, otherwise it may be rejected.

BIHAR INDUSTRIAL AREA DEVLOPMENT AUTHORITY

BILL OF QUANTITY (BOQ)

Name of Work: Road widening with a new flexible paved road, Re-surfacing laying paver blocks, construction of RCC drains, Culvert, Kerb stones, main gate and installation of street lights at Industrial Area Bettiah.

SL No. Item Code Description of Items Unit Total Qty Rate Amount

1 2.03 RCD-25 Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)

(ii) By Mechanical Means using dozer

(A) In area of light jungle Hect 1.215 183718.10 223173.66

2 2.03 RCD-25 Excavation in soil with Dozer with lead upto 1000 metres

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Cum 3829.437 208.20 797288.78 4983.953

3 2.06 RCD-25 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stacking serviceable and unserviceable materials separately Cum 87.000 774.20 67355.40 2491.9765

4 3.16 RCD-25 Construction of Embankment with Material obtained from Borrow pit.

Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. Cum 415.605 212.80 88440.74

5 3.18 RCD-25 Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, ransporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. Cum 244.500 215.30 52640.85

6 3.22 RCD-25 Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields

Stripping of top Soil from Borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer. Cum 141.400 246.00 34784.40

7 4.01B RCD-25 Granular Sub-Base with Graded Material ( Table:- 400- 1)

By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.)

(ii) for grading-II Material Cum 1602.845 1114.00 1785569.11

8 4.14B RCD-25 Wet Mix Macadam (Plant mix method) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base /base course on well prepared surface and compacting with vibratory roller to achieve the desired.density.) Cum 671.766 1525.40 1024711.86

9 5.01 A.ii RCD-25 Prime coat over WMM/WBM .Providing and applying primer coat with cutback MC-30 bitumine emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means. Sqm 14580.714 46.90 683835.49

10 5.02(i) RCD-25 Tack coat on Bituminous Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Sqm 21545.128 14.10 303786.30

11 10.05 RCD-25 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm.

Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface,painting of tack coat on the sides and base of excavation as per clause 503,back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form as mooth continuous surface, all as per clause 3004.2 Cum 918.430 488.50 448653.25

12 5.03(ii) RCD-25 Bituminous Macadam Grading-II

Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Cum 180.209 8720.10 1571438.76

13 5.04(B) RCD-25 Dense Grade Macadam Grading-II Providing and laying dense graded Bituminous madam with higer capacity batch type HPM using crushed aggregate of specified grading premixed with bituminous binder @ 4.5 percent by weight of total mix and filler,transporting to the hot mix to work site laying with a hydrostatics paver finisher control to the required grade,level and alingment,rollingwith smooth wheeled,vibratory and tandem to achive the desired compaction as per MORT&H specification clauses.505 complete in all respect. Cum 714.643 10945.00 7821765.88

14 5.05(B) RCD-25 Bituminous Concrete Grading-II Providing and laying Bituminous concrete with higer capacity batch type mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 percent by weight of total mix and filler,transporting to the hot mix to work site laying with a hydrostatics paver finisher control to the required grade,level and alingment,rollingwith smooth wheeled,vibratory and tandem to achive the desired compaction as per MORT&H specification clauses.507 complete in all respect. Cum 476.429 12574.60 5990898.57

15 8.13 RCD-25 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

ii Upto 10 cm in width Sqm 367.813 684.70 251841.56

16 8.01 RCD-25 Cast - in - situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 grade foundation 150 mm thick, Kerb Channel 300 mm wide , 50 mm thick in PCC M20 grade slope towards kerb, kerb stone with channel laid with kerb laying machine , foundation concrete laid manuually , all complete as per clause 409)

(i) PCC M15 for kerb base RM 3980.000 153.80 612124.00

(ii) PCC M20 for kerb cast in situ RM 3980.000 191.00 760180.00

17 8.01 RCD-25 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Sqm 1194.000 102.80 122743.20

18 11.79 BCD-22 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

11.79.1 (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. Sqm

19 11.08 RCD-25 Planting and Maintaining of Flowering Plants and Shrubs Km

Planting flowering plants and shrubs in central verge 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above. 0.354 63418.70 22418.51

20 11.12 BCD-2022 Chequerred Precast cement concrete tiles 22 mm thick with marble chips of size 6 mm in footpath & courtyard jointed with pigment to match the shade of tiles including rubbing and cleaning e.t.c complete on 20 mm thick bed of cement mortar 1:4

11.20.3 Dark shade using ordinary cement sqm 1950.000 766.70 1495065.00

Total Rs 22663650.32

Add CGST@ 9% ON RCD ITEMS i.e on Rs. 28057848.90 2039728.53

Add CGST@ 9% ON RCD ITEMS i.e on Rs. 31909077.35 2039728.53

Total Rs.A 26743107.38

Add cess@1% on RCD Iitem+CGST+SGST i.e on Rs.37652711.25 267431.07

Total Rs.B 27010538.45

Add CGST & SGST @5.36% on BCD ITEMS i.e on Rs. 5655405 303129.71

Total Rs.C 32969073.16

21 Carriage of Materials 54021076.91

A B Stone Chips(Mirzacheuki ) Cum 2050.09 2286.17 4686842.88

C GSB-(Mirzacheuki ) Cum 2450.77 2286.17 5602876.85

D WMM(Seikhpura ) Cum 947.19 2286.17 2165437.50

E Bituminus ( Barauni) M/T 203.67 2617.31 533071.84

F Emulsion ( Baruni) M/T 13.06 2617.31 34175.43

Coarse Sand (Doriganj) Cum 35.24 2634.86 92839.13

Total Rs D 13115243.63

22 Add of Seigniorage @10 % on materials

A BM Stone chips Cum 255.90 665.57 17031.70

B DBM Stone chips Cum 1029.09 665.57 68492.86

C BC Stone chips Cum 694.63 558.62 38803.58

F Coarse Sand Cum 35.24 523.11 1843.18

Total of Seiognorage Fee "E" 342409.25

Grand Total Rs.C+D+E 46426726.00

Construction of R.C.C. Drain, Culvert , Boundary wall and Gate work at I/A Bettiah

23 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 ALL Kinds of soil Cum. 870.00 314.90 273963.00

2.26 Filling available excavated earth(including rock)in trenches ,plinth,sides of foundation etc.in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead. Cum. 93.84 123.90 11626.78

24 2.28 BCD-2022 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum. 43.66 287.30 12542.37

2022 BSR 2.8.1 Earthwork 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 bottom lift upto 1.5m,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m All kinds of soil. Cum. 147.02 360.70 53030.11

25 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. 428.79 283.30 121476.09

26 4.1.3 BCD-2022 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) Cum. 30.57 3998.10 122221.92

27 4.1.5 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 2.67 3434.00 9169.85

5.1.2 BCD-22 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work up to Plinth level.1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) Cum 7.12 4688.30 33359.60

28 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. 62.82 4756.90 298828.46

29 5.33.1 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate, reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum.Excess or less cement used as per design mix is payable or recoverable separately. All works up to Plinth level. cum 6.58 5063.40 33317.17

5.33.2 All works above Plinth level up to floor five level. cum 61.77 5863.20 362171.56

30 5.2.2 BCD-22 Providing and laying in position specified grade of Reinforced cement concrete work in wall (any thickness),including attached pilasters, buttresses, plinth and string coursed, fillets, columns, pillars, piers, abutments, posts and struts, etc. Up to floor five level excluding cost of centring, shuttering, finisnin and reinforcement.1:1:5:3 (1 cement :1.5 coarse sand 0.3 graded stone aggregate 20mm nominal size) Cum 3.32 5670.00 18796.05

31 5.3 BCD-22 Reinforced cement concrete work in beams, suspended floors,roofs having slope up to 15, landings, balconies, shelves,chajjas,lintels, bands,plain window sills,staircases and spiral stair cases up to floor five levl excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) Cum 2.50 5335.90 13339.75

5.33.2 All works above Plinth level up to floor five level. cum

32 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. 134.92 211.60 28549.07

33 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm. 1594.00 375.10 597909.40

34 5.9.3 Suspended floors, roots, landings, balcnies and access platform. Sqm. 329.69 437.50 144237.95

35 5.9.5 Lintels, beams, plinth beam, girders, ressumers and cantilever. Sqm 244.60 404.70 98991.04

36 5.9.6 Stiffners, column, pillars, piers, Abutment Sqm 186.44 494.40 92175.94

37 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 1756.38 94.50 165978.35

B 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg. 9010.41 92.60 834363.84

C 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg. 15905.99 90.80 1444263.98

D 5.22.7D Thermo-Mechanically Treated barsTMT Fe-500-16mm to 25 mm dia Kg. 3050.00 91.70 279685.00

38 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. 58.50 123.90 7248.15

39 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 6.00 162.70 976.20

40 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 23.24 5860.10 136188.72

41 6.1A Brick work with bricks of class designation 100A in foundation and plinth in:

6.1.12/1 cement mortar 1:4 (1 cement : 4 coarse sand) cum 6.72 5017.90 33720.29

42 6.47 Providing and laying autoclaved aerated cement blocks masonry with 125mm/250mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). cum 33.76 5350.00 180616.00

43 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. all comlete.

44 9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc . kg 1270.37 161.10 204656.03

45 13.13 20 mm cement plaster of mix ;

47 13.11.2 BCD-22 Cement plaster in coarse sand 12 mm Cement plaster of mix.1:4(1 cement : 4 coarse sand) Sqm 268.00 152.90 40977.20

48 13.11 Cement plaster in course sand 12mm cement plaster of mix :

13.11.4 1:6 (1Cement : 6 Coarse sand) Sqm. 12.61 141.50 1784.32

49 13.24 6 mm Cement plaster to ceiling of mix :

13.24.2 1:4 (1Cement : 4 Coarse sand) Sqm. 29.63 125.60 3721.53

50 13.13 20mm cement plaster of mix :

51 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

52 20.3A.1 BCD-22 Making 25 cm (10'') dia bore up to 4 mtr below ground with hand auger of approved quality in ordinary soil(vide classification of soil item - A) true to plum and without eccentricity in any stage of opration and disposal of the excavated earth up to 50 m lead including all lifts all complete as per approved design and direction of E/I. mtr 59.50 178.30 10608.85

53 13.79.1 BCD-22 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.New work (three or more coats). Sqm 268.00 81.20 21761.60

54 10.32 BCD-22 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.

55 10.32.1 In stringers, treads landings etc. of stair cases including use of required plates wherever required all complete. Kg 113.05 104.00 11757.20

56 10.43 BCD-22 Providing and fixing concertina coil fencing with panched concertina coil 600 mm dia 10 mtr. Openable length (total length 90 metre) having 50 no round per 6 metre length, up to 3 metre hight of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. Reinforced wire, stud tied with G.I. steples and G.I clip to retain horizontal, including necessary bolts or G.I. barbed wire tide to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq mm with tape (.52 mm thick) and weight 43.478 gm/metre (Cost of M.S. Angle, C.C. blocks shall be paid separately) mtr 40.00 272.60 10904.00

57 15.3 Demolishing RCC work including stacking of steel bars and Disposal of unserviceable material withing 50 meter lead Cum 76.00 1411.00 107236.00

58 9.127 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protectivesurface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality

59 9.53 Providing 40 x 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bots, 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 6.00 130.80 784.80

60 9.96 Providing and fixing alluminium sliding door bolt anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with nuts and screws etc. complete.

61 9.97 Providing and fixing aluminium sliding tower bolt (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with nuts screws etc. necessary screws etc. complete.

62 9.100 Providing and fixing aluminium handles (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

63 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked, anodised (anodic coating not less than grade AC 10as per IS:1868) transparent or dyed to as required. colour and shade with necessary screws etc. complete.

9.101.1 single rubber stopper each 2.00 34.00 68.00

64 9.103 Providing and fixing bright finished brass 100 mm mortice latch and lock with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. each 2.00 655.40 1310.80

65 9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564,embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete Each 2.00 810.10 1620.20

66 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 ( 1 lime : 1 surkhi: 1 coarse sand) / 1:4(1 cement:4 coarse sand)

67 8.3 Extra for providing edge moulding to 18 mm thick Granite stone counter over item no.8.2.4 including machine polishing to edge to give high gloss finish etc. complete as per design approved by E/I.

8.3.2 Granite work. Mtr 3.90 260.10 1014.39

68 13.80 A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sqm 263.76 105.40 27800.09

69 13.92 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.

13.92.1 Two or more coat on new surface. Sqm 263.76 86.40 22788.69

70 13.45 Finishing walls with textured exterior paint of as required. shade :

13.45.1 New work ( Two or more coats applied @ 3.28 ltr/10sqm) over and inculuding priming cost of exterior primer applied @ 2.20 kg /10sqm Sqm 221.52 215.20 47670.67

71 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work. Sqm. 115.92 84.50 9795.24

72 22.20 Providing and fixing APP (Atactic Polypropylene Polymer ) modifieid prefabricated five layer 3mm thick water proofing membrane,black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sq. mtr. by the same membrane manufacture of density at 25degree centigrate,0.87 -0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc. and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be : joint strength in longitudinal and transvers direction at 23 degree centigrate as 650 / 450 N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150degree . Cold flexibility shall be upto -2 degree centigrate when tested in accordance with ASTM, D-5147 . The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

74 15.7.4 Demolishing Brick work including stacking of serviceable material and Disposal of unserviceable material withing 50 meter lead cum 117.00 823.00 96291.00

75 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 faing dips or with bolts and nuts as required, including groviding 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 Sqm 7.20 3038.00 21873.60 7.20

TOTAL Amount Rs. "G" 6114618.71

Add GST 5.36%on "G" 327743.56

TOTAL Amount Rs. "H" 6442362.28

76 Carraige of Materials

A Brick ( 8 Km Lead ) thus. 24.96 981.89 24508.20

B Stone Chips ( 340 Km. Mirzacheuki ) Cum. 153.08 2565.93 392791.74

C Coarse Sand (149 Km. Doriganj ) Cum. 87.99 3445.23 303137.11

D Local Sand ( 3 Km Lead) Cum. 103.27 327.10 33781.40

F Cement ( 5 Km. Lead ) MT. 69.07 545.84 37698.96

TOTAL Amount Rs ."I" 865470.32

77 Add Seigniorage charge @10% on Basic Material Cost

(ii) Coarse Sand Cum. 87.99 175.80 1546.82

(iii) Stone Chips Cum. 153.08 604.91 9259.94

(iv) Local Sand Cum. 103.27 95.33 984.52

TOTAL Amount Rs. "J" 24590.89

Grand Total Rs. "H+I+J" 7332423.48

78 8.23 Supply and erection of 7 meter height Hot-dip galvanized octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 155 mm, made of 3 mm thick sheet alongwith base plate of size 260 x 260 x 16 .mm , small door opening for junction box mounting including 6A C series SP MCB,connectorand suitable size foundation bolts with template as required (but witout pole foundation.

8.24 Supply and erection of 8 meter height Hot-dip galvanized octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 155 mm, made of 3 mm thick sheet alongwith base plate of size 260 x 260 x 16 .mm , small door opening for junction box mounting including 6A C series SP MCB,connectorand suitable size foundation bolts with template as required (but witout pole foundation.

8.2 Erection of steel tubular or rail pole struct in cement concrete 1:3:6(1Cement:3coarse sand:6 stone aggregate 40mm nominal size) foundation including excavation and refilling and secured with holding clamps, bolts, nuts etc. as required of specici Each 109.000 6399.00 697491.00

81 8.4 Supplying and embedding following dia G.I pipe (medium class) in pole collar/foundation (during casting) for cable entry including bending the pipe to the required shape complete as required.

83 BSR-23 (elect) 8.10 Supplying and fixing pole mounted junction box/fuse box for three phase/4 core high wattage HPSV/HPMV/MH street light pole with all accessories and connection etc. as required . Each 109.000 875.00 95375.00

5.14.4 Supplying and fixing 90 watt LED type street light with dia cast aluminium housing for ingress protection of IP65 and complete with all accessories etc. on pole/building including connection with FR PVC insulated copper condutor cable and earthing the body etc.as required Each 133.000 5516.00 733628.00

84 1.15 Supplying and drawing following size of FR PVC insulated copper conductor, single core cable in the existing surface/recessed PVC conduit as required.

86 3.2. Earthing with G.I earth pipe 4.5 mtr long, 40 mm dia including acessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. Set 22.000 6323.00 139106.00

87 3.13. Supplying and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15 mm dia G.I. pipe from earth electrode including connection with copper thimble excavation and refilling etc. as required Meter 110.000 367.00 40370.00

3.18. Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing alongwith existing surface/recessed conduit/submain wiring/cable as required. Meter 3800.000 31.00 117800.00

88 9.13. Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I.fittings including trenching ( 75 cm deep) and re-filling etc. as required .

7.1 Laying of one number PVC insulated and PVC seathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation sand cushioning, protective covering and refilling the trench etc. as required.

89 7.1.2 above 35 sq. mm and up to 95 sq. mm. Meter 870.000 326.00 283620.00

7.1.3 above 95 sq. mm and up to 185 sq. mm. Meter 25.000 368.00 9200.00

90 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

9.1 DSR-22 Elect Supplying ,making out door enf termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed/XLPE aluminum conductor cable 1.5 kv grade as required.

93 2204 4 Core, 16 Sq. mm XLPE/PVC insulated PVC sheathed(heavy duty)armoured electric cable with aluminum conductor. Meter 4000.000 210.00 840000.00

94 2207 3.5 Core, 50 Sq. mm XLPE/PVC insulated PVC sheathed(heavy duty)armoured electric cable with aluminum conductor. Meter 900.000 394.00 354600.00

2211 3.5 Core, 150 Sq. mm XLPE/PVC insulated PVC sheathed(heavy duty)armoured electric cable with aluminum conductor. Meter 30.000 965.00 28950.00

95 15.2 (BCD-22) Demolishing cement concrete including disposal of material within 50 meters lead.

96 4.1 (BCD-22) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttring all work up to plinth level.

4.1.2 1:1.5:3(1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size Cum 7.600 4420.80 33598.08

97 2.2 Providing and fixing M.V.danger notice plate of 200 mmx150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides and with inscription in single red colour on front side as required. Each 4.000 214.00 856.00

98 Feeder pilar :- including all accessories-

8.11 Supplying and fixing wall/floor mounted cubical panel board, fabricated with 16 gauge iron sheet, suitable for panel mounted switch disconnecter, including bus-bar chamber, insulater and painting etc. as required(but without busbar copper strip) SFT 20.000 1809.00 36180.00

2.5 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connection earthing the body etc. as required.

2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required.

101 2.7 Providing and fixing following capacity 4 pole on load/panel mounted changeover, switches inside the existing cubical panel board including drilling holes in cubical panel making connection etc. as required.

103 8.13 Supplying and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indicator in the existing cubical panel board including drilling holes in the panel board making connections etc. as required. Each 1.000 6536.00 6536.00

104 1106 16 sq. mm ISI mark PVC insulated single core copper conductor cable. Meter 50.000 164.00 8200.00

105 2.12 Supplying and fixing following rating , 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

106 2.12.8 40 to 63 amps, Triple pole and neutral. Each 1.000 2329.00 2329.00

2.12.4 6 to 32 amps, Triple pole and neutral. Each 5.000 1282.00 6410.00

(DSR-22) Elect 15.4 Supplying, Installation, Testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars/Lighting DBs for automatic switching on & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto Modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.

107 15.4.3 3out put(1output per phase) and suitable for three phase supply. Each 1.000 10597.00 10597.00

108 Sub Feeder pilar(3Nos.) :- including all accessories-

8.11 Supplying and fixing wall/floor mounted cubical panel board, fabricated with 16 gauge iron sheet, suitable for panel mounted switch disconnecter, including busbar chamber, insulater and painting etc. as required(but without busbar copper strip) SFT 48.000 1809.00 86832.00

109 2.5 t Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required.

110 2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required.

112 8.10.4 Supplying and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indicator in the existing cubical panel board including drilling holes in the panel board making connections etc. as required. Each 3.000 6536.00 19608.00

113 2319 Selector switch Each 8.000 300.00 2400.00

114 1105 10sq. mm ISI marked, PVC insulated single core copper conductor cable. Meter 96.000 106.00 10176.00

1106 16 sq. mm ISI marked PVC insulated single core copper conductor cable. Meter 32.000 164.00 5248.00

2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.4 6/32 amps, Triple pole and neutral. Each 16.000 1282.00 20512.00

2.12.5 40 to 63 amp Triple pole and neutral Each 4.000 2329.00 9316.00

Total AMOUNTS 8735360.34

115 NS-1 Providing and fixing at location a signs made up of I sign-display signage with 100 mm depth Aluminium extrusion Alloy 6060 as per European standards with Premium grade Anodizing (Thickness 15-20 microns) Flatness & Twist of profile within 1.5 mm/meter length, & 80 mm Radius with 10 Years warranty under normal working conditions. Media accomodation depth of 8 mm avialble for pasting on dual lock or strong two way adhesive. M.S fabrication slot of 65 mm depth for Internal M.S structure. Media upto 6 mm thickness can be pasted or mounted with help of dual lock tape assembled totem can be edge lite with help of edge lite modules or back lite with help of back lite modules. Totem profiles screwed fixed with internal M.S structure are Installed at site in plumb and level at specified location as per drawing to the satisfaction of the engineer-in-charge Excludes Civil work, if any.

116 NS-2 Providing and fixing in position Pole mounted Speed limit-Informational signage consisting of the following: 1. Signage face made out of-3mm thick Aluminum sheet fabrication with a white retroreflective film, fixed to horizontal structural truss. Graphics as per requirement of respective vinyl and shade. 2. Signage structure-MS square post shaped 75 x 35 x 5mm (channel made up of 35 x 35X3; Langles) and mounting square sections, powder coated as per. Mounting square section span and the wind loads. 3. Sign frame modular aluminium profile Module plus outdoor system Consisting of main pole 80 mm Octagonal shaped (2 nos) screw fitted with MS structure vertically & horizontally, 2 Coverlist profile inserted in octagonal shaped profile to hide screw fitting arrangement completely. Plastic moulded endcap (black coloured) on top side to cover octagonal shaped profile, actthed to with 50 mm depth aluminium frame with 80 mm radius round corners as per design requirements for media signage mounting, with media accomodation depth of 6 mm, frame screw fitted at multiple position along vertical and horizontal side facing the octagonal pole. 4. Media-ACP/Acrylic router cut vinyl warraped/pasted with thickness upto 5 mm can be pasted (with help of dual lock or foam based 3M make double sided tape) on 50 mm depth profile (on both side). including post, electrical connections (as required),

3000 (pole Height )x(Frame Size)1200x900x50 Nos 1.000 78000.00 78000.00

117 NS-03 Providing and fixing external directional signs made up of display signage with 100 mm depth Aluminium extrusion Alloy 6063 as per European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from virgin aluminium homogeneous billet) with Premium grade Anodizing (Thickness 15-20 microns) Flatness & Twist of profile within 1.5 mm/meter length, with under 5 years warranty under normal working condition. 3M Retro Reflective Sheet Type IV Pasted on Media with 3M Elctrocut Overlay film as per approved creative. M.5 fabrication slot of 65 mm depth for internal M.S structure. Media upto 4 mm thickness can be pasted or mounted with help of 3M VHB D/S tape. Totem profiles screwed fixed with internal M.S structure are installed at site in plumb and level at specified location as per drawing to the satisfaction of the engineer-in-charge.

118 NS-04 Providing & Fixing of Stainless Steel 304 Grade box type letter made with laser welding technology and Led light Installed at site in plumb and level at specified location as per drawing to the satisfaction of the engineer-in-charge. Sqr ft 50.000 2900.00 145000.00

Total Amounts of Sign Borads 500500.00

Total Amounts (M) 590590.00

Total BOQ Amount (F+K+L+M) 63085100.00

BIHAR INDUSTRIAL AREA DEVELOPMENT AUTHORITY

(A GOVERNMENT OF BIHAR UNDERTAKING)

FINANCIAL BID FORM

Road widening with a new flexible paved road, Re-surfacing laying paver blocks, construction of RCC drains, Culvert, Kerb stones, main gate and installation of street lights at Industrial Area Bettiah.

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

QUOTING SHEET FOR BIDDERS

NIT-52/BIADA/2025-26

S.NO. BIDDER'S PRICE

NAME OF WORK ESTIMATED AMOUNT ABOVE/BELOW (+) or (-) QUOTED BY CONTRACTOR QUOTED AMOUNT

IN FIGURES IN WORDS

1 Road widening with a new flexible paved road, Re-surfacing laying paver blocks, construction of RCC drains, Culvert, Kerb stones, main gate and installation of street lights at Industrial Area Bettiah. 63,085,100.00

Total Amount in Rs. 63,085,100.00 0.00 0.00