Widening & Strengthening of NH-22 Mahkar to IMC Site via Amarut, Jehaldih and Maulanagar (km 0.00 to 5.50) under Road Division, Sherghati for the year 2026-27

Technical Sheet

Name of Work Widening & Strengthening of NH-22 Mahkar to IMC Site via Amarut, Jehaldih and Maulanagar (km 0.00 to 5.50) under Road Division, Sherghati for the year 2026-27

Construction Cost = 105103546

GST Cost = 19279722

Labour Cess Cost = 1051035

Estimated Cost =

Cost of BOQ = Rs. 10000.00

Earnest Money = 2264000

Time of Completion = 12 Months (Including Monsoon period)

Name of Work Widening & Strengthening of NH-22 Mahkar to IMC Site via Amarut, Jehaldih and Maulanagar (km 0.00 to 5.50) under Road Division, Sherghati for the year 2026-27 Cost of Work as Per BOQ (Rs. In Lakh Time of Completion in months 12 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount. (A.A) in Lakhs 1482.7 Date of Sanction (A.A) Letter No. 4211 (S) WE Dt. 18/06/2026 Date of Tender 17/07/2026

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

Address of the contractor

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 Bid Security (A) Indian post office term deposit 1 year/2year/3year; National saving Certificate; Kishan Vikash Patra duly endorsed by the Competent Postal authority in Bihar. 16 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 department 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 (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 - (Rs. In Lakhs) Bid Security Amount - (Rs in Lakhs) 0

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. Avg. Annual Financial Turn Over usually not less than 50 %annual payments under the contract (Rs in Lakhs) 4.5(A) (a)

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

Escalation Factor= 1.61

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

Escalation Factor= 1.46

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

Escalation Factor= 1.33

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

Escalation Factor= 1.21

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

Escalation Factor= 1.1

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

6 Quantities of work done as prime contractor or as a nominated sub contractor in any one year during last five years Item Unit Quantity 4.5 A (c)

Non Bituminous work Sub-bases and Bases (GSB/ WMM) (MoRTH Specification Sections 400) cum 1395.74

Cement Concrete Work (PCC/RCC/PSC) cum 1213.69

Bituminous Work (BM/DBM/SDBC/BC/Mastic) cum 1764.97

Earth Work in both excavation and embankement combined quantity Cum 15837.2

7 Bidding Capacity: 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= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period 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 Nos. Max. Age Cl.4.5(B) (a) Nos./ Max. Age

Motor Grader 1 Life of machine minus two years or 5 years on Last Date of Tender which ever is more.

Front end Loader 1

Smooth Wheeled Roller 2

Vibratory Roller 1

Fully computrized Hot Mix Plant (Minm. 80-100 TPH capasity) with Electronic Controls 1

Paver Finisher with Electronic Sensor 1

Bitumen Sprayer 1

Tandem Roller 1

Concrete Mixes with integral weigh batching facilty

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

9 Key Personnel Personnel/Qualification/Contract Package Size (For the Project) 4.5(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 1

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

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

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

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

Site Superviseor/ Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. or retired I.T.I Holder. 2

10 Evidence of accesses to Financial Resources Evidence of access to or availability of credit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 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 (for all contracts over Rs. 5 Crore) Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. (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. 4.2(ii)

15 Time of Completion 12 Months To be entered in months

16 Registration No.

17 I.T. & S.T. Registration

18 Affidavit for No Debar

19 Character Certificate

Executive Engineer Road Division, Sherghati

Financial Sheet for Widening & Strengthening of NH-22 Mahkar to IMC Site via Amarut, Jehaldih and Maulanagar (km 0.00 to 5.50) under Road Division, Sherghati for the year 2026-27

Cost of Work= ₹ 105,103,546

Add 1% Labour Cess= ₹ 1,051,035

Sub-Total= ₹ 107,109,564

Estimated Cost= ₹ 126,389,286

Cost of BOQ= ₹ 10,000

Earnest Money= ₹ 2,264,000

Time of Completion= 12 months

Sl. No. SOR No. Description Unit Quantity Rate Amount SF per unit Total SF

1 2.03 (ii) A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. Hec 3.56 195503.50 ₹ 695,992 -- --

2 2.05 (ii) A Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Bituminous coarse By Mechanical Means cum 103.13 518.10 ₹ 53,432 -- --

3 2.05 (ii) B Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Granular coarse By Mechanical Means cum 364.38 75.40 ₹ 27,474 -- --

4 2.04 (ii) B 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. Dismantlling Brick / Tile work in cement mortar cum 21.6 517.30 ₹ 11,174 -- --

5 2.04 (ix) C Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.Above 900 mm dia m 30 1767.90 ₹ 53,037 -- --

6 3.13 (i) B 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. (in Ordinary soil by Mechanical Means Depth upto 3 m) cum 3764.4 104.20 ₹ 392,250 -- --

7 3.17 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2..by vibratory roller. cum 3764.4 95.60 ₹ 359,877 -- --

8 3.16 Construction of embankment 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.by vibratory roller. cum 22491.825 214.90 ₹ 4,833,493 3.53 ₹ 79,396

9 4.01 B (i) 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading- I Materials) cum 1310.44 2120.49 ₹ 2,778,775 96.05 ₹ 125,868

10 4.14 B 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 1481.04 2322.96 ₹ 3,440,397 102.82 ₹ 152,281

11 5.01 A (i) 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. sqm 5924.16 77.89 ₹ 461,433 -- --

12 5.02 (i) (Tack Coat on Bituminous Surfaces) 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. sqm 55292.16 22.90 ₹ 1,266,190 -- --

13 5.04 B Dense Graded Bituminous Macadam Grading-II ( Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 MORT&H specification clause no. 505 complete in all respects.) cum 2211.68 16290.33 ₹ 36,028,997 95.15 ₹ 210,441

14 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.) cum 1105.84 18944.13 ₹ 20,949,177 76.18 ₹ 84,243

15 5.11 Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516. sqm 8496.6 1116.58 ₹ 9,487,134 1.35 ₹ 11,470

16 6.01 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. cum 360.57 3604.12 ₹ 1,299,538 114.26 ₹ 41,199

17 6.02 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing cum 901.43 6701.01 ₹ 6,040,491 114.26 ₹ 102,997

18 8.13 (Road Marking with Hot Applied Thermoplastic Compound with Refectorising Glass Beads on Btuminous Surfaces) 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. sqm 2475.396 647.60 ₹ 1,603,066 -- --

19 8.06 Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Anglemounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5 m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).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. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. sqm 11.52 16139.19 ₹ 185,923 19.48 ₹ 224

20 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm 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 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 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 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. Nos

26 8.35 (b) 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 retroreflecting 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 retroreflectance 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. Nos 2150 302.30 ₹ 649,945 -- --

27 8.15 (a) Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.) Nos 80 804.20 ₹ 64,336 -- --

28 15.01 (I) A (I) 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. Depth upto 3 m .Mech. Means cum 1653.78 130.40 ₹ 215,653 -- --

29 15.03 Sand Filling in Foundation Trenches as per Drawing and Technical Specification cum 167.32 491.25 ₹ 82,196 18.06 ₹ 3,022

30 soling 3 Providing designation 100 A one Brick flat soling joints filled with local sand including cost of watering, taxes, royality all complete as per specification and direction of E/I. sqm 1102.1 322.74 ₹ 355,692 0.23 ₹ 253

31 15.11 A Case(ii) Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical specifications. PCC Grade M15 using batching plant & manual placing cum 82.82 5905.44 ₹ 489,089 125.54 ₹ 10,397

32 15.11 C Case(ii) Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical specifications. RCC Grade M20 using batching plant & manual placing cum 1082.56 6632.85 ₹ 7,180,458 120.23 ₹ 130,156

33 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications MT 47.19054 82313.13 ₹ 3,884,401 -- --

34 8.07 A Overhead Signs Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per 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. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. (Truss and Vertical Support ) MT 0.96572 83813.43 ₹ 80,940 -- --

35 8.07 B Overhead Signs Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per 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. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. (Aluminium Alloy Plate for Over Head Sign) sqm 12 15889.50 ₹ 190,674 -- --

36 8.03 (i) Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) cm 1280 1.40 ₹ 1,792 -- --

37 Supplying, fitting & fixing dia CIT manhole cover (Male & Female) in drain cover slab at an interval of 20 m etc all complete as per T/S Nos 50 1821.61 ₹ 91,081 -- --

38 2.04 (i) I B 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 for Cement Concrete Grade M-15 & M-20 cum 1089 770.70 ₹ 839,292 -- --

39 8.14 (i) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th kilometre stone (precast) Nos 3 4438.55 ₹ 13,316 49.16 ₹ 147

40 8.14 (ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary kilometre stone (precast) Nos 4 2569.31 ₹ 10,277 33.8 ₹ 135

41 8.14 (iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer stone (precast) Nos 23 766.40 ₹ 17,627 17.86 ₹ 411

42 8.16 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Nos 222 628.31 ₹ 139,485 2.75 ₹ 611

Permissible Limit

Estimated Cost Rs ₹ 126,389,286

Cost of Govt. Material :- Nil

Name of the Contractor

Address of the Contractor

I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate are mentioned in the Bill of quantity. In Fig.

Executive Engineer, RCD, Road Division, Sherghati