Widening and Strengthening work of Majhari Chowk (NH-27) to Kanauli Bazar (Nepal Border) via Dagmara Road from km 0+00 to 25+353 (Total Length-25.353 km)

Technical Sheet

Name of Work Widening and Strengthening work of Majhari Chowk (NH-27) to Kanauli Bazar (Nepal Border) via Dagmara Road from km 0+00 to 25+353 (Total Length-25.353 km) Cost of Work as per BOQ. (In lacs) 14427.80748 Time of Completion in month 18 (Eighteen) Month ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount (A.A/TS) 12623.994 lacs/ 13585.256 lacs Date of Sanction (A.A/TS) 518(S) dt. 22.01.2026 / 347 (WE) dt. -18.02.2026 Date of Tender 18.08.2026

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 (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. 16.1 Amount To be entered (Rs in Lakhs)

Bid Security Amount - (In lacs) Rs. 154.27 Bid Security Amount - Rs. 0.00

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% the estimated annual payments under the contract (Rs in Lakhs) 7213.90

2021-22 Escalation Factor=1.469 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.61 0.00000

2022-23 Escalation Factor=1.360 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.46 0.00000

2022-24 Escalation Factor=1.259 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.33 0.00000

2024-25 = 1.166 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.21 0.00000

2025-26 Escalation Factor=1.08 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.1 0.00000 0.00000

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) 1442.78 4.5A( b) Amount To be entered (Rs in Lakhs)

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

Cement concrete (including RCC and PCC) cum 1807.260 Value to be entered in unit cum

E/W in both excavation & Embankment Combined cum 384540.260 Value to be entered in unit cum

Non Bituminous Sub Base & Base (G.S.B/W.M.M) cum 28135.870 Value to be entered in unit cum

Bituminous treatment (BM / DBM / SDBC / BC) cum 7548.200 Value to be entered in unit cum.

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 14427.81 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 (Up to Rs. 30 Crore) Nos. Max. Age Remarks 4.5(B) (a) Nos./ Max. Age

Motor Grader 5 Life of machine minus two years or 5 years on 18.08.2026 which ever is more.

Front end Loader 3

Smooth Wheeled Roller 3

Vibratory Roller 2

Fully Computerized Hot Mix Plant with Electronic Controls. 2

Paver Finisher with Electronic Sensor 2

Bitumen Sprayer 2

Tandem Roller 2

Concrete Mixex with Integral Weigh Batching Facility 1

Concrete Batching and Mixing Plant (Minimum Capacity – 15m3/hour) 1

TOTAL = 29 Nos.

9 Key Personnel Personnel/Qualification/Contract Package Size (Upto Rs. 30 Crore) 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 4

Plant Engineer / B.E. Mech / Civil + 05 Years Experience or Diploma in Mechanical + 07 Years Experience or retired J.E. 2

Qulity Supervisor/B.E. Civil + 05 Years Exp. or Dip. Civil + 07 Years Exp. 2

Soil & Material Engineer/B.E. Civil + 07 Years Exp. 2

Survey Engineer/B.E. Civil + 03 Years Exp. or Dip. Civil + 05 Years Exp. 2

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder 4

10 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers. 1442.78 4.2(i) Amount To be entered (Rs in Lakhs)

11 Proposed methodology and programme of construction. 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. 3606.95 4.2(ii)

15 Time of Completion To be entered in months

16 Registration No.

17 I.T. & GST Registration & Certificate

18 NOC for Debar (If required)

19 Character Certificate of Contractor

20 License of Energy

Executive Engineer RCD, Road Division, Supaul

Bill of Quantity

Name of Work :- Widening and Strengthening work of Majhari Chowk (NH-27) to Kanauli Bazar (Nepal Border) via Dagmara Road from km 0+00 to 25+353 (Total Length-25.353 km)

1 B.O.Q. Amount 1442780748.00

2 Cost of B.O.Q. 10000.00

3 Bid processing fee for BELTRON 5900.00

4 Earnest Money 15427000.00

5 Time of Completion 18 Months

CONSTRUCTION WORK

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

1 2.1A(i) Cutting of trees, excluding removal of stumps and roots of trees Girth from 300mm to 600mm 155.00 Each 494.30 76617.00

2 2.1A(ii) Cutting of trees, excluding removal of stumps and roots of trees Girth from 600mm to 00mm 133.00 Each 799.70 106360.00

3 2.1A(iii) Cutting of trees, excluding removal of stumps and roots of trees Girth from 900mm to 1800mm 215.00 Each 1421.30 305580.00

4 2.1A(iv) Cutting of trees, excluding removal of stumps and roots of trees Girth above 1800mm 190.00 Each 2842.50 540075.00

5 2.03(i)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 serviceable 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.By Manual means 41.510 Hec. 191878.10 7964860.00

6 2.4(i)(I)C 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 metre Lime/ Cement concretBy Mechanical means Prestressed/ Reinforced cement concrete grade M-20 & above 38.00 Cum 1888.20 71752.00

7 2.4(iii)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 Dismantling Brick/ tile work In cement mortar 179.25 Cum 517.30 92726.00

8 2.05(i)B Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Manual means Granular courses 20498.30 Cum 706.90 14490248.00

9 3.15(i) Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres By Mechanaical Means using Hydraulic excavator 104541.30 Sqm 8.30 867693.00

10 3.16 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 868778.60 Cum 214.90 186700521.00

11 3.18 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, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. 281313.369 Cum 217.40 61157526.00

12 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 desire 23123.412 Cum 3919.58 90634063.00

13 4.01(A)(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 desire (70 % re - used ) 14443.91 Cum 1415.34 20443044.00

14 4.14(B) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification includingpremixingthe Materialwithwater at OMCin mechanical mix plant carriage of mixed Material by tipperto site, layingin uniformlayers withpaver in subbase / base course on well prepared surface and compactingwithvibratoryrollerto achieve the desired density. 46840.28 Cum 4207.49 197079997.00

15 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. 187361.11 Sqm 78.35 14679743.00

16 5.02(i) 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. 194415.80 Sqm 23.03 4477396.00

17 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 @4.5 percent by weight of total mix and filler, transporting the hot mix to work site l 14988.89 Cum 18311.89 274474887.00

18 5.05(B) 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 hyd 7655.70 Cum 20991.81 160706895.00

19 8.03 (i) Printing New Letter and Figures of any Shade (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 ) 5000.00 per cum height per letter 1.40 7000.00

20 8.03(ii) Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)English and Roman (Hyphens and the like not to be measured and paid for) 5000.00 per cum height per letter 0.80 4000.00

21 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 aluminum sheeting vide clause 801.3, 3/4mm thick Aluminum 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 tender. 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 at least 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. 0.00 0.00

8.04(ii) 90 cm equilateral triangle 103.00 Each 7175.47 739073.00

8.04(x) 80 cm x 60 cm rectangular 96.00 Each 8713.97 836541.00

8.04(xv) 90 cm high octagon 53.00 Each 10991.97 582574.00

8.04(vii) 75 cm circular 43.00 Each 8260.77 355213.00

22 8.05 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 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 tender. 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 at least 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance 42.00 Sqm 15637.87 656791.00

23 8.06 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick or Aluminum 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 Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m 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. ` 75.00 Sqm 16665.02 1249877.00

24 8.07 (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminum 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 aluminum 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 tender. 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 at least 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. 0.00 0.00

8.07(A) Truss and Vertical Support 6.54 Tonne 83180.70 544002.00

8.07(B) Aluminium Alloy Plate for Over Head Sig 57.60 Sqm 15889.60 915241.00

25 8.09 (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 120.73 Sqm 92.00 11108.00

26 9.01(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 Manual Means Depth upto 3 m 37.294 Cum 195.80 7302.00

27 9.06(A)CaseI Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M15 PCC Grade M15 using batching plant , transit mixer & Concrete pump 1.492 Cum 7661.18 11430.00

28 9.06 (C) case I Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .RCC Grade M20 RCC Grade M20 using batching plant , transit mixer & Concrete pump 8.784 Cum 8246.08 72434.00

29 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications 0.702 Mt 75895.00 53278.00

30 8.13 (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 10000.200 Sqm 647.60 6476130.00

31 8.14 Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 0.00 0.00

8.14(i) 5th kilometer stone (precast) 7.000 Each 5259.28 36815.00

8.14(ii) Ordinary kilometer stone (precast) 19.000 Each 3134.12 59548.00

8.14(iii) Hectometer stone (precast) 100.000 Each 865.76 86576.00

32 8.23 A Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 811 6550.000 m 4260.05 27903328.00

33 8.35 B Supplying and fixing of raised pavement marker with made of aluminum 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. 20378.000 Each 302.30 6160269.00

34 7.17 Furnishing and installing of the Geocell for slope protection includingfixingand anchoring of cells in the ground, preparation of ground, filling of cells with specified materials, seeding, watering and all other incidentals including all other items to complete the workas per these specifications drawing or as directed by the Engineer. 33750.00 Sqm 151.70 5119875.00

35 7.18 Furnishing and installing of the Geosynthetics mat for control of erosion of slopes including supplying and laying the mat, spreading soil and seeding to promote the design of vegetation, watering and all other incidentals including all other items to complete the workas per these specifications drawing or as directed by the Engineer. 33750.00 Sqm 81.00 2733750.00

36 9.06(B)case-II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M2 PCC Grade M20 using batching plant , transit mixer & manual placing 3375.00 Cum 8225.98 27762683.00

37 5.7.48 (WRD) Providing and laying Geo Bags of size 1x0.70m(type A300 GSM Non oven) weight of bags 420 Gm, volume of filled Geo bag 0.07 m³, weight of filled of 126 kg with local sand including stitching in four line by approved Nylon thread ith stitching machin and generator, stacking and placing in Gabion of Size 1.8x1.8x0.5m (18 Nos Geo Bag per Gabion) after loading, unloading and carriage with help of Tractor/ Trolley within 150m lead including labour cess etc. All completed as per technical specification and direction of E/I 2083.00 Each 6127.56 12763707.00

38 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 back filling with approved material. 3491.502 Cum 209.80 732517.00

39 15.11 A Case-II Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & concrete pump 443.483 Cum 8019.18 3556370.00

40 15.11 B Case-II Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.PCC Grade M20 PCC Grade M20 using batching plant, transit mixer & concrete pump 1048.63 Cum 8624.38 9043784.00

41 15.12 C Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications RCC Grade M20 using batching plant, transit mixer & concrete pump 502.00 Cum 9731.68 4885303.00

42 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications 27.371 Mt 81680.40 2235674.00

43 15.14 Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications 478.00 Each 153.40 73325.00

44 15.23 (B) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.Sandy material 1112.158 Cum 998.57 1110568.00

45 15.24 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 153.557 Cum 4014.32 616427.00

46 15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications 14.225 Cum 14527.48 206653.00

47 14.07 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 34.800 m 2242.43 78037.00

48 15.17 Drainage spouts complete as per Drawing and Technical Specifications. 4.000 each 1063.10 4252.00

49 15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications. 25.200 cum 12399.08 312457.00

50 15.22(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification 24.000 Rm 509.70 12233.00

51 15.25 Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer 80.504 Each 224.00 18033.00

52 16.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 238.90 Cum 4137.48 988444.00

53 16.08 (A) Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Rubble stone laid in cement mortar 1:3 89.30 Cum 8120.86 725193.00

SUB-TOTAL - A :- 1154617798

Labour cess 1% on Sub total A :- 11546178.00

Seigniorage Fee :- 13797166.00

SUB-TOTAL - B :- 1179961142.00

GST 18% on Sub total B :- 212393006.00

Total (Civil Work)(C) :- 1392354148.00

Utility Shifting

Erection of 11KV Line Unit Qtn Rate Amount (Rs.)

57 Back clamp for V cross arm PAIR 150 177.00 26550.00 152.28 177.00 22842

58 Packing piece for rail pole NO 150 57.00 8550.00 48.88 57.00 7332

60 Clamp for line dp channel PAIR 20 120.00 2400.00 103.83 120.00 2076.6

62 Clamp for cross bracing PAIR 20 173.00 3460.00 149.49 173.00 2989.8

63 stay set with complete GI Wire PAIR 80 1491.00 119280.00 1285.02 1491.00 102801.6

65 stay clamp angle PAIR 80 114.00 9120.00 98.00 114.00 7840

68 11 KV disc insulator with H/W fitting SET 70 595.00 41650.00 513.00 595.00 35910

69 11 Kv pin insulator with pin NO 450 159.00 71550.00 137.00 159.00 61650

73 Guard bracket (G Feet each) NO 34 827.00 28118.00 713.00 827.00 24242

80 Danger Board with nuts & bolt NO 72 174.00 12528.00 150.00 174.00 10800

Erection of DSS 0.00

87 Clamp for AB Switch Channel Pair 52 4600.00 239200.00 3965.19 4600.00 206189.88

88 Clamp for Base Channel Pair 52 1029.00 53508.00 887.08 1029.00 46128.16

89 Clamp for HG Fuse Channel No 52 84.00 4368.00 72.00 84.00 3744

90 Clamp for LT Belting No 52 84.00 4368.00 72.00 84.00 3744

96 HG Fuse Set With 11 KV Pin Insulator Set 156 6171.00 962676.00 5319.44 6171.00 829832.64

99 11 KV Lightening Arrestor Set 78 1215.00 94770.00 1047.00 1215.00 81666

101 Danger Board with nuts & bolt No 26 79.00 2054.00 68.00 79.00 1768

102 Nuts & bolts, Washers, Assortrd KG 260 96.00 24960.00 83.00 96.00 21580

104 11 Kv disc insulator with H/W fitting Set 156 595.00 92820.00 513.00 595.00 80028

105 11 Kv pin insulator with pin No 78 159.00 12402.00 137.00 159.00 10686

Erection of LT Line 0.00

125 Danger Board with nuts & bolt No 400 174.00 69600.00 150.00 174.00 60000

127 Staninless steel strap Set 25 470.00 11750.00 404.91 470.00 10122.75

Dismantling of 11 kv Line,/D/S/S and Lt Line

133 stay set with complete GI Wire Pair 40 288.00 11520.00 1800.00 288.00 72000

135 11 KV disc insulator with H/W fitting Set 50 82.00 4100.00 513.00 82.00 25650

136 11 Kv pin insulator with pin No 150 21.00 3150.00 130.00 21.00 19500

137 Tr. Top and Base Channel Set 26 534.00 13884.00 3338.00 534.00 86788

140 Tr. Belting angler for D/S/S Set 20 280.00 5600.00 1753.00 280.00 35060

141 Angle for LT dist. Box No 10 52.00 520.00 325.00 52.00 3250

145 HG Fuse Set With 11 KV Pin Insulator Set 52 816.00 42432.00 5100.00 816.00 265200

Sub-Total (Electric Work) (D+E+F+G)(H):- 49927327.00

Add 1 % Labour Cess (H):- 499273.00

Total Amount (Electric Work):- 50426600.00

Total Amount (Civil Work+Electrical Work) :- 1442780748.00

1 Threshold limit :- Upper limit & Lower limit –31. 31. There is no ceiling/limit for going below the BOQ rate for percentage rate tenders as per departmental letter No-4439(E)We. Dt.-17.07.2023 has additional performance Guarantee need as per direction.

2 Name of the Contractor :-

3 Address of the Contractor :-

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

Executive Engineer, Road Division, Supaul

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

Detail Estimate of Widening and Strengthning work of Kishanganj - Dinajpur Road from km 0 to 3.20 for the year 2020 -21

Si no. Item of work Quantity Unit Rate Cost of material

1 3.16 ii 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. Rolling with vibratory rollar 22390.63 M3 34.81 779418.00

2 4.2 i GSB Construction of granular sub-base (Gr.1) by providing coarse graded material of Pakur range, 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. all complete as per specification and direction of E/I. 4104.00 M3 608.46 2497120.00

3 4.12 WMM Providing, laying, spreading and compacting graded stone aggregates of Pakur range to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mix materials by tipper to site, laying in uniform layer with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification and direction of E/I. 3600.00 M3 611.91 2202876.00

4 5.6(ii)A - MORTH Spec.- 507 DGBM Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with mechanical 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. 507 complete in all respects..Bitumen used VG 30 for GradingII (19 mm nominal size) 1920.00 M3 683.29 1311917.00

5 5.8(ii) - MORTH Spec.- 509, BC Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with mechanical 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. 509 complete in all respects. Bitumen used VG30 for Grading-II (10 mm nominal size) 960.00 M3 690.93 663293.00

6 8.4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 34.00 each 68.34 2324.00

7 8.6 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 10.80 M2 91.12 984.00

8 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 (i) 5th kilometer stone (precast) 1.00 each 223.04 223.00

9 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 (ii) Ordinary kilometer stone (precast) 3.00 each 153.35 460.00

10 12.8 A Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (Pakur stone chips and Jagdispur sand). PCC Grade M15 120.00 M3 569.47 68336.00

10 12.8 C Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Pakur stone chips and Jagdispur sand). RCC Grade M20 510.00 M3 646.53 329730.00

Total 7856681.00

Signourage Charge = 10% of cost of material 785668.00

Technical Sheet

Name of Work Widening and Strengthening work of Majhari Chowk (NH-27) to Kanauli Bazar (Nepal Border) via Dagmara Road from km 0+00 to 25+353 (Total Length-25.353 km) Cost of Work as per BOQ. (In lacs) 14427.80748 Time of Completion in month 18 (Eighteen) Month ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount (A.A/TS) 12623.994 lacs/ 13585.256 lacs Date of Sanction (A.A/TS) 518(S) dt. 22.01.2026 / 347 (WE) dt. -18.02.2026 Date of Tender 18.08.2026

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 (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. 16.1 Amount To be entered (Rs in Lakhs)

Bid Security Amount - (In lacs) Rs. 154.27 Bid Security Amount - Rs. 0.00

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% the estimated annual payments under the contract (Rs in Lakhs) 7213.90

2021-22 Escalation Factor=1.469 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.61 0.00000

2022-23 Escalation Factor=1.360 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.46 0.00000

2022-24 Escalation Factor=1.259 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.33 0.00000

2024-25 = 1.166 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.21 0.00000

2025-26 Escalation Factor=1.08 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.1 0.00000 0.00000

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) 1442.78 4.5A( b) Amount To be entered (Rs in Lakhs)

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

Cement concrete (including RCC and PCC) cum 1807.260 Value to be entered in unit cum

E/W in both excavation & Embankment Combined cum 384540.260 Value to be entered in unit cum

Non Bituminous Sub Base & Base (G.S.B/W.M.M) cum 28135.870 Value to be entered in unit cum

Bituminous treatment (BM / DBM / SDBC / BC) cum 7548.200 Value to be entered in unit cum.

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 14427.81 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 (Up to Rs. 30 Crore) Nos. Max. Age Remarks 4.5(B) (a) Nos./ Max. Age

Motor Grader 5 Life of machine minus two years or 5 years on 18.08.2026 which ever is more.

Front end Loader 3

Smooth Wheeled Roller 3

Vibratory Roller 2

Fully Computerized Hot Mix Plant with Electronic Controls. 2

Paver Finisher with Electronic Sensor 2

Bitumen Sprayer 2

Tandem Roller 2

Concrete Mixex with Integral Weigh Batching Facility 1

Concrete Batching and Mixing Plant (Minimum Capacity – 15m3/hour) 1

TOTAL = 29 Nos.

9 Key Personnel Personnel/Qualification/Contract Package Size (Upto Rs. 30 Crore) 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 4

Plant Engineer / B.E. Mech / Civil + 05 Years Experience or Diploma in Mechanical + 07 Years Experience or retired J.E. 2

Qulity Supervisor/B.E. Civil + 05 Years Exp. or Dip. Civil + 07 Years Exp. 2

Soil & Material Engineer/B.E. Civil + 07 Years Exp. 2

Survey Engineer/B.E. Civil + 03 Years Exp. or Dip. Civil + 05 Years Exp. 2

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder 4

10 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers. 1442.78 4.2(i) Amount To be entered (Rs in Lakhs)

11 Proposed methodology and programme of construction. 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. 3606.95 4.2(ii)

15 Time of Completion To be entered in months

16 Registration No.

17 I.T. & GST Registration & Certificate

18 NOC for Debar (If required)

19 Character Certificate of Contractor

20 License of Energy

Executive Engineer RCD, Road Division, Supaul

Bill of Quantity

Name of Work :- Widening and Strengthening work of Majhari Chowk (NH-27) to Kanauli Bazar (Nepal Border) via Dagmara Road from km 0+00 to 25+353 (Total Length-25.353 km)

1 B.O.Q. Amount 1442780748.00

2 Cost of B.O.Q. 10000.00

3 Bid processing fee for BELTRON 5900.00

4 Earnest Money 15427000.00

5 Time of Completion 18 Months

CONSTRUCTION WORK

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

1 2.1A(i) Cutting of trees, excluding removal of stumps and roots of trees Girth from 300mm to 600mm 155.00 Each 494.30 76617.00

2 2.1A(ii) Cutting of trees, excluding removal of stumps and roots of trees Girth from 600mm to 00mm 133.00 Each 799.70 106360.00

3 2.1A(iii) Cutting of trees, excluding removal of stumps and roots of trees Girth from 900mm to 1800mm 215.00 Each 1421.30 305580.00

4 2.1A(iv) Cutting of trees, excluding removal of stumps and roots of trees Girth above 1800mm 190.00 Each 2842.50 540075.00

5 2.03(i)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 serviceable 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.By Manual means 41.510 Hec. 191878.10 7964860.00

6 2.4(i)(I)C 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 metre Lime/ Cement concretBy Mechanical means Prestressed/ Reinforced cement concrete grade M-20 & above 38.00 Cum 1888.20 71752.00

7 2.4(iii)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 Dismantling Brick/ tile work In cement mortar 179.25 Cum 517.30 92726.00

8 2.05(i)B Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Manual means Granular courses 20498.30 Cum 706.90 14490248.00

9 3.15(i) Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres By Mechanaical Means using Hydraulic excavator 104541.30 Sqm 8.30 867693.00

10 3.16 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 868778.60 Cum 214.90 186700521.00

11 3.18 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, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. 281313.369 Cum 217.40 61157526.00

12 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 desire 23123.412 Cum 3919.58 90634063.00

13 4.01(A)(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 desire (70 % re - used ) 14443.91 Cum 1415.34 20443044.00

14 4.14(B) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification includingpremixingthe Materialwithwater at OMCin mechanical mix plant carriage of mixed Material by tipperto site, layingin uniformlayers withpaver in subbase / base course on well prepared surface and compactingwithvibratoryrollerto achieve the desired density. 46840.28 Cum 4207.49 197079997.00

15 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. 187361.11 Sqm 78.35 14679743.00

16 5.02(i) 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. 194415.80 Sqm 23.03 4477396.00

17 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 @4.5 percent by weight of total mix and filler, transporting the hot mix to work site l 14988.89 Cum 18311.89 274474887.00

18 5.05(B) 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 hyd 7655.70 Cum 20991.81 160706895.00

19 8.03 (i) Printing New Letter and Figures of any Shade (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 ) 5000.00 per cum height per letter 1.40 7000.00

20 8.03(ii) Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)English and Roman (Hyphens and the like not to be measured and paid for) 5000.00 per cum height per letter 0.80 4000.00

21 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 aluminum sheeting vide clause 801.3, 3/4mm thick Aluminum 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 tender. 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 at least 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. 0.00 0.00

8.04(ii) 90 cm equilateral triangle 103.00 Each 7175.47 739073.00

8.04(x) 80 cm x 60 cm rectangular 96.00 Each 8713.97 836541.00

8.04(xv) 90 cm high octagon 53.00 Each 10991.97 582574.00

8.04(vii) 75 cm circular 43.00 Each 8260.77 355213.00

22 8.05 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 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 tender. 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 at least 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance 42.00 Sqm 15637.87 656791.00

23 8.06 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick or Aluminum 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 Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m 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. ` 75.00 Sqm 16665.02 1249877.00

24 8.07 (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminum 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 aluminum 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 tender. 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 at least 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. 0.00 0.00

8.07(A) Truss and Vertical Support 6.54 Tonne 83180.70 544002.00

8.07(B) Aluminium Alloy Plate for Over Head Sig 57.60 Sqm 15889.60 915241.00

25 8.09 (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 120.73 Sqm 92.00 11108.00

26 9.01(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 Manual Means Depth upto 3 m 37.294 Cum 195.80 7302.00

27 9.06(A)CaseI Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M15 PCC Grade M15 using batching plant , transit mixer & Concrete pump 1.492 Cum 7661.18 11430.00

28 9.06 (C) case I Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .RCC Grade M20 RCC Grade M20 using batching plant , transit mixer & Concrete pump 8.784 Cum 8246.08 72434.00

29 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications 0.702 Mt 75895.00 53278.00

30 8.13 (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 10000.200 Sqm 647.60 6476130.00

31 8.14 Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 0.00 0.00

8.14(i) 5th kilometer stone (precast) 7.000 Each 5259.28 36815.00

8.14(ii) Ordinary kilometer stone (precast) 19.000 Each 3134.12 59548.00

8.14(iii) Hectometer stone (precast) 100.000 Each 865.76 86576.00

32 8.23 A Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 811 6550.000 m 4260.05 27903328.00

33 8.35 B Supplying and fixing of raised pavement marker with made of aluminum 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. 20378.000 Each 302.30 6160269.00

34 7.17 Furnishing and installing of the Geocell for slope protection includingfixingand anchoring of cells in the ground, preparation of ground, filling of cells with specified materials, seeding, watering and all other incidentals including all other items to complete the workas per these specifications drawing or as directed by the Engineer. 33750.00 Sqm 151.70 5119875.00

35 7.18 Furnishing and installing of the Geosynthetics mat for control of erosion of slopes including supplying and laying the mat, spreading soil and seeding to promote the design of vegetation, watering and all other incidentals including all other items to complete the workas per these specifications drawing or as directed by the Engineer. 33750.00 Sqm 81.00 2733750.00

36 9.06(B)case-II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M2 PCC Grade M20 using batching plant , transit mixer & manual placing 3375.00 Cum 8225.98 27762683.00

37 5.7.48 (WRD) Providing and laying Geo Bags of size 1x0.70m(type A300 GSM Non oven) weight of bags 420 Gm, volume of filled Geo bag 0.07 m³, weight of filled of 126 kg with local sand including stitching in four line by approved Nylon thread ith stitching machin and generator, stacking and placing in Gabion of Size 1.8x1.8x0.5m (18 Nos Geo Bag per Gabion) after loading, unloading and carriage with help of Tractor/ Trolley within 150m lead including labour cess etc. All completed as per technical specification and direction of E/I 2083.00 Each 6127.56 12763707.00

38 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 back filling with approved material. 3491.502 Cum 209.80 732517.00

39 15.11 A Case-II Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & concrete pump 443.483 Cum 8019.18 3556370.00

40 15.11 B Case-II Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.PCC Grade M20 PCC Grade M20 using batching plant, transit mixer & concrete pump 1048.63 Cum 8624.38 9043784.00

41 15.12 C Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications RCC Grade M20 using batching plant, transit mixer & concrete pump 502.00 Cum 9731.68 4885303.00

42 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications 27.371 Mt 81680.40 2235674.00

43 15.14 Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications 478.00 Each 153.40 73325.00

44 15.23 (B) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.Sandy material 1112.158 Cum 998.57 1110568.00

45 15.24 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 153.557 Cum 4014.32 616427.00

46 15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications 14.225 Cum 14527.48 206653.00

47 14.07 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 34.800 m 2242.43 78037.00

48 15.17 Drainage spouts complete as per Drawing and Technical Specifications. 4.000 each 1063.10 4252.00

49 15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications. 25.200 cum 12399.08 312457.00

50 15.22(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification 24.000 Rm 509.70 12233.00

51 15.25 Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer 80.504 Each 224.00 18033.00

52 16.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 238.90 Cum 4137.48 988444.00

53 16.08 (A) Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Rubble stone laid in cement mortar 1:3 89.30 Cum 8120.86 725193.00

SUB-TOTAL - A :- 1154617798

Labour cess 1% on Sub total A :- 11546178.00

Seigniorage Fee :- 13797166.00

SUB-TOTAL - B :- 1179961142.00

GST 18% on Sub total B :- 212393006.00

Total (Civil Work)(C) :- 1392354148.00

Utility Shifting

Erection of 11KV Line Unit Qtn Rate Amount (Rs.)

57 Back clamp for V cross arm PAIR 150 177.00 26550.00 152.28 177.00 22842

58 Packing piece for rail pole NO 150 57.00 8550.00 48.88 57.00 7332

60 Clamp for line dp channel PAIR 20 120.00 2400.00 103.83 120.00 2076.6

62 Clamp for cross bracing PAIR 20 173.00 3460.00 149.49 173.00 2989.8

63 stay set with complete GI Wire PAIR 80 1491.00 119280.00 1285.02 1491.00 102801.6

65 stay clamp angle PAIR 80 114.00 9120.00 98.00 114.00 7840

68 11 KV disc insulator with H/W fitting SET 70 595.00 41650.00 513.00 595.00 35910

69 11 Kv pin insulator with pin NO 450 159.00 71550.00 137.00 159.00 61650

73 Guard bracket (G Feet each) NO 34 827.00 28118.00 713.00 827.00 24242

80 Danger Board with nuts & bolt NO 72 174.00 12528.00 150.00 174.00 10800

Erection of DSS 0.00

87 Clamp for AB Switch Channel Pair 52 4600.00 239200.00 3965.19 4600.00 206189.88

88 Clamp for Base Channel Pair 52 1029.00 53508.00 887.08 1029.00 46128.16

89 Clamp for HG Fuse Channel No 52 84.00 4368.00 72.00 84.00 3744

90 Clamp for LT Belting No 52 84.00 4368.00 72.00 84.00 3744

96 HG Fuse Set With 11 KV Pin Insulator Set 156 6171.00 962676.00 5319.44 6171.00 829832.64

99 11 KV Lightening Arrestor Set 78 1215.00 94770.00 1047.00 1215.00 81666

101 Danger Board with nuts & bolt No 26 79.00 2054.00 68.00 79.00 1768

102 Nuts & bolts, Washers, Assortrd KG 260 96.00 24960.00 83.00 96.00 21580

104 11 Kv disc insulator with H/W fitting Set 156 595.00 92820.00 513.00 595.00 80028

105 11 Kv pin insulator with pin No 78 159.00 12402.00 137.00 159.00 10686

Erection of LT Line 0.00

125 Danger Board with nuts & bolt No 400 174.00 69600.00 150.00 174.00 60000

127 Staninless steel strap Set 25 470.00 11750.00 404.91 470.00 10122.75

Dismantling of 11 kv Line,/D/S/S and Lt Line

133 stay set with complete GI Wire Pair 40 288.00 11520.00 1800.00 288.00 72000

135 11 KV disc insulator with H/W fitting Set 50 82.00 4100.00 513.00 82.00 25650

136 11 Kv pin insulator with pin No 150 21.00 3150.00 130.00 21.00 19500

137 Tr. Top and Base Channel Set 26 534.00 13884.00 3338.00 534.00 86788

140 Tr. Belting angler for D/S/S Set 20 280.00 5600.00 1753.00 280.00 35060

141 Angle for LT dist. Box No 10 52.00 520.00 325.00 52.00 3250

145 HG Fuse Set With 11 KV Pin Insulator Set 52 816.00 42432.00 5100.00 816.00 265200

Sub-Total (Electric Work) (D+E+F+G)(H):- 49927327.00

Add 1 % Labour Cess (H):- 499273.00

Total Amount (Electric Work):- 50426600.00

Total Amount (Civil Work+Electrical Work) :- 1442780748.00

1 Threshold limit :- Upper limit & Lower limit –31. 31. There is no ceiling/limit for going below the BOQ rate for percentage rate tenders as per departmental letter No-4439(E)We. Dt.-17.07.2023 has additional performance Guarantee need as per direction.

2 Name of the Contractor :-

3 Address of the Contractor :-

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

Executive Engineer, Road Division, Supaul

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

Detail Estimate of Widening and Strengthning work of Kishanganj - Dinajpur Road from km 0 to 3.20 for the year 2020 -21

Si no. Item of work Quantity Unit Rate Cost of material

1 3.16 ii 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. Rolling with vibratory rollar 22390.63 M3 34.81 779418.00

2 4.2 i GSB Construction of granular sub-base (Gr.1) by providing coarse graded material of Pakur range, 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. all complete as per specification and direction of E/I. 4104.00 M3 608.46 2497120.00

3 4.12 WMM Providing, laying, spreading and compacting graded stone aggregates of Pakur range to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mix materials by tipper to site, laying in uniform layer with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification and direction of E/I. 3600.00 M3 611.91 2202876.00

4 5.6(ii)A - MORTH Spec.- 507 DGBM Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with mechanical 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. 507 complete in all respects..Bitumen used VG 30 for GradingII (19 mm nominal size) 1920.00 M3 683.29 1311917.00

5 5.8(ii) - MORTH Spec.- 509, BC Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with mechanical 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. 509 complete in all respects. Bitumen used VG30 for Grading-II (10 mm nominal size) 960.00 M3 690.93 663293.00

6 8.4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 34.00 each 68.34 2324.00

7 8.6 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 10.80 M2 91.12 984.00

8 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 (i) 5th kilometer stone (precast) 1.00 each 223.04 223.00

9 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 (ii) Ordinary kilometer stone (precast) 3.00 each 153.35 460.00

10 12.8 A Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (Pakur stone chips and Jagdispur sand). PCC Grade M15 120.00 M3 569.47 68336.00

10 12.8 C Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Pakur stone chips and Jagdispur sand). RCC Grade M20 510.00 M3 646.53 329730.00

Total 7856681.00

Signourage Charge = 10% of cost of material 785668.00