NIT No.- RCD /03/New Capital/2026-27

Technical Sheet

Name of Work Widening of Nehru Path from Dak Bangalow Chauraha to Rukanpura, Patna Under New Capital Road Division for the year 2026-27.

B.O.Q. Amount 298020906

Cost of Work as per BOQ Rs. 10,000.00 + Rs.11,800.00 (BSRDC Processing Fee)

Earnest Money 3981000

Time of Completion in months Including non-working period 09 Months

ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Name of Work Widening of Nehru Path from Dak Bangalow Chauraha to Rukanpura, Patna Under New Capital Road Division for the year 2026-27. Cost of Work as per BOQ (Rs in Lakhs) Time of Completion in months Including non-working period 09 Months ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount. (A.A) 3980.00 Lakh Ref. of Sanction (A.A) RCD Letter No. (WE) Dt. 6648(S) Dated:--16.09.2026 Date of Tender 2026-09-28T00:00:00Z

Sl No. Items Requirement Requirement Cl. No. Name of the contractor

Address of the contractor & Contact No.

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days 15.1 Bid validity periods In days

2 (A) Online Payment Amount To be entered (Rs in Lakhs)

Bid Security (B) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement.) Amount To be entered (Rs in Lakhs)

Bid Security Amount - (in lakh) Bid Security Amount - Rs.

3 (i) Legal Status of Bidder. 4.3(a)

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not 4.2(iv)

4 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than 50% of the estimated annual payments under the contract (Rs in Lakhs) 4.5(A) (a)

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

Escalation Factor= 1.47

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

Escalation Factor= 1.36

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

Escalation Factor= 1.26

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

Escalation Factor= 1.17

2025-26 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.08

5 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of estimated value of contract (in Lakhs) 4.5(A) (b) Amount To be entered (Rs in Lakhs)

6 Minimum Quantities of work done as prime contractor in any one year during last five years. Items Unit Quantity 4.5A( c)

• Concrete works (MORTH Specification Section 1703 all grades Quantity .......M3 cum 2644.91 Value to be entered in unit cum

• Non Bituminous Sub –bases and Bases (GSB,WBM,WMM ) (MoRTH Specification Sections 300,400) Quantity .......M3 cum 6324.047 Value to be entered in unit cum

• Earthwork in both excavation and embankement combined Quantity .......M3 cum 8668.6 Value to be entered in unit cum

• Bituminous Treatment (BM, DBM, BC, SDBC, Mastic (Area X 0.025) )Quantity .......M3 cum 1686.41 Value to be entered in unit cum

7 Bidding Capacity (In Lacs): More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N=Number of years prescribed for completion of the Works (Construction period only) 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...N... years (period of completion of the construction works for which bids are invited). 4.7

(a) Existing commitments and ongoing works Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Amount To be entered (Rs in Lakhs)

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required (For the Project) Nos. Max. Age 4.4(B) (a) Nos./ Max. Age

Motor Grader 3 5

Front end Loader 2 _

Smooth Wheeled Roller 2 5

Vibratory Roller 1 5

Fully computrized Hot Mix Plant (Minm. 100-120 TPH capacity) with Electronic Controls 1 5

Paver Finisher with Electronic Sensor 1 5

Water Tanker 3 5

Bitumen Sprayer 1 5-7

Tandem Roller 2 5

Concrete Mixes with integral weigh batching facilty 1 5

Concrete Batching and mxing plant (Minimum capacity - 15m3/hour) __ __

Paver Finisher for laying WMM material 1 5

Qty control equipment complete set 1 set 5 -

TOTAL = 20 Nos.+1set

9 Key Personnel Personnel/Qualification/Contract Package Size (For the Project) 4.4(B) (b) Name of the Personnel and Experince in years

Project Manager/ B.E. Civil + 10 Years Experience (5 years as Manager) or Retired E.E 1

Site Engineer / B.E. Civil + 07 Years Experience (3 years in Road Construction ) or Retired A.E 2

Plant Engineer / B.E. Mech/ Civil + 05 Years Experience or Diploma in Mechanical + 07 civil Years Experience or Retired J.E 1

Quantity Surveyor / B.E. Civil. + 5 Years Experience or Diploma in Civil + 7 Years Experience 1

Soil & Material Engineer / B.E., Civil + 7 Years Experience. 1

Survey Engineer / B.E. Civil + 3 Years Exp or Diploma in Civil + 5 Years Experience. 1

Site Supervisour (Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. or retired I.T.I Holder.) 3

10 Evidence of access to Financial Resources( in Lacs) Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (in lakh) 4.2(i) Amount To be entered (Rs in Lakhs)

11 Proposed methodology and programme of construction. The proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported with 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 Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) 4.3(l)

12 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) 4.3( j )

13 Affidavit Regarding statements made in the required attachments are true and correct.

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work during implementation of contract. (in lakh) 4.2(ii)

15 Time of Completion 09 Months To be entered in months

16 Registration No. (Attached or not)

17 I.T. & G.S.T. Registration (Attached or not)

18 Affidavit for No Debar (Attached or not)

19 Character Certificate (Attached or not)

Executive Engineer, New Capital Road Division, Road Construction Department, Bihar, Patna

Bill of Quantity for Widening of Nehru Path From Dak-Banglow Chauraha to Rukanpura under New Capital road Division, Patna For the year 2026-27 (Length:-7.20Km)

1 B.O.Q. Amount

2 Cost of B.O.Q. Rs. 10000 /- + Rs. 11800/- (BSEDC Processing Fee)

3 Earnest Money 3981000

4 Time of Completion 9 (NIne) months

Sl. No SOR No Item of work Quantity Unit Rate Amount (Rs.)

1 2.04 I (B) Dismantling of Structures, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres, By Manual means,Cement concrete Grade M-15 & M-20. 3034.5 M3 770.7

2 2.04( II) (B) Dismantling of Structures, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres, Dismantling Brick/ tile work ,In cement mortar 1036.5 M3 517.3

3 2.02 (B) Cutting of Tree, including cutting of Trunks, Branches and Removal of stumps and roots including backfillinbg with suitable material to required compaction, Removal of stumps, roots, staking of serviceable material with all lifts up to a lead of 1000 metres and earth filling in the depression/ pit.,

(i) Girth from 300mm to 600mm 85 Each 494.3

(ii) Girth from 600mm to 900mm 135 Each 799.7

(iii) Girth from 900mm to 1800mm 158 Each 1421.3

(iv) Girth above 1800mm 80 Each 2842.5

4 Approved Rate Translocation of tree Grith including minimum pri equal to uling of branches, uprooting ot tree, transportaion, applying required harmone/camical on roots, plantation and taking care of trees minimum upto one year, Removal of Servisable branches Stumps, carrage of Servible branches stumps, carrage of servisable material and Servisable materials with all leads and lift and earth filling in the dipresion/ pit including cost of all types of machinary and labour all complete job as per direction of E/I.

(i) Girth from 300mm to 600mm 85 Each 9880.7

(ii) Girth from 600mm to 900mm 135 Each 11503.81

(iii) Girth from 900mm to 1800mm 158 Each 15298.8

5 Approved Rate Tranportaion of different dia of trees and branches etc (Excluding loding and unloading for D-50 Km including cost of all machinaries complete in all respect. 500 M3 1056.53

6 BCD 025 Hire and running charges of light crane ncluding cost of all types of machinary and labour all complete job as per direction of E/I. Per Day 4025

7 BCD 034 Hire Charge of Cutting Saw Machine including cost of all types of machinary and labour all completerjob as per direction of E/I. Per Day 1552.5

8 BCD 116 Supply of fitter(Grade-1) for disassemblying and re-installation of Over Head Gantary ncluding cost of all types of machinary and labour all complete job as per direction of E/I. Per Day 819.84

9 BCD 102 Supply of Black Smith 2nd class for disassemblying and re-installation of OverHead Gantary all complete job as per direction of E/I. Per Day 672.22

10 BCD 0L36 Supply of Labour Gass Cutter for disassemblying of Over Head Gantary all complete job as per direction of E/I. Per Day 669.78

11 BCD 16.83 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge 11000 M3 53.58

12 3.06 Excavation in soil using Hydraulic excavator and tippers with disposal upto 1000 meters. (Excavation for road work in soil with hydrulic excavtor including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) 11310.2 M3 108.2

13 Disposal of Excavated Earth work and Dismentaling Material upto 4km incluiding loading unloading etc as per specification. 15381.2 M3 37.2

16 4.01 (B) (v) Granular Sub-Base with Close graded Graded Material ( Table:- 400- 1) By Mix in Place Method (Construction of granular sub-base by providing coarse 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.)for grading- V Material 4195.056 M3 2824.12

17 4.14 (B) Wet Mix Macadam (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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) 5243.82 M3 3044.44

18 5.01 (A)(i) Prime Coat Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 20975.28 M2 77.57

19 5.02 (ii) Tack Coat on Granular surface ack coat on granular surface trated with primer (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) M2 28.28

20 5.04 (B) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.Dense Graded Bituminous Macadam Grading-I 1678.02 M3 15764.54

21 5.02 (i) Tack Coat on Bituminous surface 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 surface cleaned with mechanical broom. 20975.28 M2 22.81

22 5.05 (B) Bituminous concrete Grading- II Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. Grading- II 839.01 M3 19571.7

23 8.13 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.) 1448.7 M2 647.6

24 8.35 (b) Suggestive MoRTH 804 Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro- reflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm, all road

studs shall be legibly marked with the name,trade or other means of identification of the manufacturer, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipilated retro-reflectance of the reflecting panel, to the Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. 1609 Nos. 302.3

25 8.04 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection,

daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

(ii) (ii) 90 cm equilateral triangle 15 Nos. 6857.6

(x) (xii) 80cm x 60 cm rectangular 10 Nos. 8396.1

(xii) (xii) 60 cm x 45 cm rectangular 15 Nos. 5891.6

(viii) (viii) 60 cm circular 20 Nos. 6046.6

(xv) 90 cm high octagon 10 Nos. 10674.1

26 9.01(I)B(i) Excavation for structures,Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ordinary soil,Mechanical Means,Depth upto 3 m 1455.2 M3 121.7

27 9.02 Sand Filling in Foundation Trenches as per Drawing and Technical Specification( As per Requirement ,Fine Sand/Coarse Sand may be used) 90.95 M3 414.62

28 9.06 A (i) Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M15, using batching plant , transit mixer & Concrete pump 90.95 M3 6014.03

29 9.06 C (i) Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M20 using batching plant , transit mixer & Concrete 3165.47 M3 6589.86

30 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications (284.893+56.531) MT 76529.73

31 11.18 Wrought Iron and Mild Steel Welded Work ,Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately Qtl 10464.8

32 14.21 Strip Seal Expansion Joint, Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. 16 M 12884.07

33 BCD 20.2.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).,400 mm dia piles M 1029.47

34 BCD 20.2.4 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).,500 mm dia piles 25.2 M 1451.06

35 9.06 C (i) Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .RCC Grade M20, RCC Grade RCC Grade M20 using batching plant , transit mixer & Concrete pump 337.69 M3 6589.86

36 12.05 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(343.30+99) M3 4077.76

37 13.03 Cement plaster in course sand 12 mm cement plaster of mix:1:3(1 cement: 3 coarse sand) (7530+580) M2 163.32

38 BCD 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface:Cement primer 7530 M2 34.16

39 BCD 13.79.1 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) M2 71.86

40 9.02 Coarse Sand Filling in Foundation Trenches as per Drawing and Technical Specification 75 M3 1485.87

41 9.06 A (i) Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M20, using batching plant , transit mixer & Concrete pump (57.12+10+172.80) M3 6014.03

42 8.08 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) 580 M2 104.5

43 BCD 16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 9664.15 M2 881.5

44 BCD 19.7.3.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 10 Each 21193.98

45 9.06 B (i) Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M20, using batching plant , transit mixer & Concrete pump 7.5 M3 6620.36

46 BCD 9.48.1 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.Fixed to steel windows by welding 7023.52 QTL 12787.61

47 8.09 Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) 28000 M2 92

48 3.01 Exacavation in Soil by Manual Means. Exacavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres. 172.8 M3 349.7

Add @ 1% Labour Cess

Add Seigniorage Charge 1648027

Add @ 18% Goods & Service Tax (G.S.T.)

Permissible limit.

1 Estimated Cost :-

2 As per Letter no. 449(s) Dated 16.01.2020 Lower Permisiable Limit is deleted.

3 Name of the Contractor :-

4 Address of the Contractor :-

5 I/we offer in Figures in words………………… % (Percentage) High / Less/BOQ rate as mentioned in the Bill of quantity. IN FIG.

Executive Engineer, New Capital Road Division, Road Construction Department, Bihar, Patna

Note: The format / content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.