W/S of Road from Km 20th of SH-04 (G-K-I) to Technology Centre (Devgaon) via Keni ? Sadhunagar, Total Length = 2.1 Kms

Technical Sheet

Name of Work W/S of Road from Km 20th of SH-04 (G-K-I) to Technology Centre (Devgaon) via Keni – Sadhunagar, Total Length = 2.1 Kms Cost of Work as per BOQ.( In lacs) 689.66475 Time of Completion in months 9 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount 612.45 lacs Date of Sanction 27.04.2026 Date of Tender 06.07.2026

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 Page/15 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. 16.1 Page-15 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 - (In lacs) 13.8 Bid Security Amount - Rs.

3 (i) Legal Status of Bidder. 4.3(a) Page-9-21

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not 4.2(iv) Page-9-21

4 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than 50% of the estimated annual payments under the contract (Rs in Lakhs) 4.5(A) (a) Page-10 Page- 21-26

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

Escalation Factor= 1.46

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

Escalation Factor= 1.33

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

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) 4.5A( b) Page-10 , Page - 21 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) Page-11 , Page - 21, 27

Cement concrete (including RCC and PCC) cum 510.16 Value to be entered in unit cum

E/W cum 14089.6 Value to be entered in unit cum

G.S.B/W.M.M cum 3274.047 Value to be entered in unit cum

D.B.M./BM/SDBC/BC cum 945.967 Value to be entered in unit sqm

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 Page- 12

(a) Existing commitments and ongoing works Page - 27 Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Page - 28 Amount To be entered (Rs in Lakhs)

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required (Rs. 31- 50 Crores) Nos. Max. Age Remarks 4.5(B) (a) Page-11, 23 Nos./ Max. Age

Motor Grader 1 5

Front end Loader 1 5

Smooth Wheeled Roller 2 5

Vibratory Roller 1 5

Fully Computerized Hot Mix Plant with Electronic Controls. 1 (Min 80-100 TPH capacity) 5

Paver Finisher with Electronic Sensor 1 5

Water Tanker 2 5

Bitumen Sprayer 1 5-7

Tandem Roller 1 5

Concrete Batching and mxing plant (Minimum capacity - 15m3/hour) 1 5

Generator 5KVA — —

TOTAL = 13 Nos.

9 Key Personnel Personnel/Qualification/Contract Package Size (Rs. 10-30 Crores) 4.5(B) (b) Page-11, 27 Name of the Personnel and Experince in years

Project Manager/ B.E. Civil + 10 Years Experience (5 years as Manager) or Retired E.E 0no.

Site Engineer / B.E. Civil + 7 Years Experience (3 years in Road Construction) or retired A.E 1 no.

Plant Engineer / B.E. Mech / Civil + 5 Years Experience or Diploma in Mechanical + 7 Years Experience or retired J.E. 1 no.

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder 1 no.

10 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 4.2(i) Page-9 & 31 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) Page-10

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) Page-10, Page-30

13 Affidavit Regarding statements made in the required attachments are true and correct. Page-32

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. (Rs in Lakhs) 4.2(ii) Page-9, Page - 33

15 Time of Completion To be entered in months

16 Registration No.

17 I.T. & S.T. Registration & clearance Certificate

18 Labour License

19 Character Certificate

20 NOC for Debar (If required)

QUALIFICATION INFORMATION

The information to be filled in by the Bidder in the following pages will be used for purposes of post qualification as provided for in Clause 4 of the Instructions to Bidders. This information will not be incorporated in the Contract.

1 For Individual Bidders

1.1 Constitution or legal status of Bidder (Attach copy)

Place of registration :

Principal place of business :

Power of attorney of signatory of Bid (Attach)

1.2 Total value of Civil Engineering construction work performed in the last five years** (in Rs. LAC)

1.3.1 Work performed as prime contractor, work performed in the past as a nominated sub- contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further that all oth

Project Name Name of the Employer* Description of work Contract No. Value of Contract (Rs. In LAC) Date of issue of work order Stipulated period of completion Actual date of completion* Remarks explaining reasons for delay & work completed)

* Attach certificate(s) from the Engineer(s)-in-Charge

** Immediately preceding the financial year in which bids are received.

 Attach certificate from Chartered Accountant.

1.3.2 Quantities of work executed as prime contractor, work performed in the past as a nominated sub-contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further

Year Name of the work Name of the Employer* Quantity of work performed (cum) @ Remarks

Cement Concrete (including RCC & PCC) Masonry Earth works WBM WMM Bituminous Work Remarks* (indicate contract Ref)

1.4 Information on Bid Capacity (works for which bids have been submitted and works which are yet to be completed) as on the date of this bid.

(A) Existing commitments and on-going works:

Description of works Place & State Contract No. Name & Address of Employer Value of Contract (Rs LAC) Stipulated Period of Completion Value of works* remaining to be completed (Rs LAC) Anticipated date of completion

* Attach certificate(s) from the Engineer(s)-in-Charge

The item of work for which data is requested should tally with that specified in ITB clause 4.5A ©

** Immediately preceding the financial year in which bids are received.

# Delete, if prequalification has been carried out.

(B) Works for which bids already submitted :

Description of works Place & State Name & Address of Employer Estimated value of works (Rs Cr) Stipulated period of completion Date when decision is expected Remarks, if any

1.5 Availability of key items of Contractor’s Equipment essential for carrying out the Works [Ref. Clause 4.5(B)(a)]. The Bidder should list all the information requested below. Refer also to Sub Clause 4.3 (d) of the Instruction to Bidders.

Description of works Requirement Availability proposals Remarks (from whom to be purchased)

No. Capacity Owned/Leased to be procured Nos./Capacity Age/ Condition

1.6 Qualifications and experience of key personnel required for administration and execution of the Contract [Ref. Clause 4.5(B)(b)]. Attach biographical data. Refer also to Sub Clause 4.3 (e) of instructions to Bidders and Sub Clause 9.1 of the Condition

Position Name Qualification Year of Experience (General) Years of experience in the proposed position

1.11Information on litigation history in which the Bidder is involved.

Other Party(ies) Employer Cause of Dispute Amount involved Remarks showing Present Status

1.12 Statement of compliance under the requirements of Sub Clause 3.2 of the instructions to Bidders. (Name of Consultant engaged for project preparation is ** ........................ …………….............................)

Proposed work method and schedule. The Bidder should attach descriptions, drawings and charts as necessary to comply with the requirements of the Bidding documents. [Refer ITB Clause 4.1 & 4.3(1)]

1.15 Quality Assurance Programme

2 Additional Requirements

2.1 Bidders should provide any additional information required to fulfill the requirements of Clause 4 of the Instructions to the Bidders, if applicable.

(ii) Undertaking

*** (iii) Update of original prequalification application

*** (iv) Copy of original prequalification application

*** (v) Copy of prequalification letter

* Delete, if prequalification has been carried out.

** Fill the Name of Consultant.

*** Delete, if prequalification has not been carried out.

Check List for Submission Of Tender

Evaluation will be done as per the information provided in the document attached with tender. Bidder may disqualified, if documents are not attached properly.

Name of the Bidder

Sl. No. Checklist Items (Attach Documents in Link Name As Given in Adjacent coloumn in Edit Attachment Folder) Link Name in Edit Attachment Document attached

1 BIDSECURITY PHOTO COPY BID SECURITY PC

2 LAST 5 YEARS ANNUAL TURN OVER ANNUAL TURN OVER

3 EXPERIENCE Of SIMILAR NATURE Of W0RKS EXP SIM NAT

4 QUANTITY OF WORK (E/W, GSB, WMM, BITUMINOUS WORK, PCCetc) EXECUTED DURING LAST 5 YEARS) WORK EXE QTY

5 BALANCE VALUE OF ON GOING WORKS BAL VAL WORKS

6 EXISTING COMMITMENTS EXIST COMT

7 BANKER'S CERTIFICATE FOR ACCESS OF FINACIAL RESOURCES BANK CER

8 AFFIDAVIT AFFIDAVIT

9 UNDERTAKING UNDERTAKING

10 LITIGATION HISTORY LIT HIS

11 PLANT and MACHINARIES PT & MAC

12 KEY PERSONNEL KEY PER

13 Registration REGISTRATION

14 Power of Attoney POW AT

15 Legal Status Of Bidder LEGAL

16 PROGRAMME Of CONSTRUCTION PROG CONS

17 LABOUR LICENSE LAB LIC

18 CHARACTER CERTIFICATE CHAR CER

19 IT & ST REGISTRATION and CLEARANCE CERTIFICATE IT ST CLEARANCE

20 NOC FOR DEBAR DEBAR

IF YOU HAVE NOT BEEN DEBARED WRITE "NOT APPLICABLE" IN YOUR LETTER HEAD SCAN AND UPLOAD IN THE IN NOC FOR DEBAR LINK

Note:-Attachment should be self attested and should be attached as per above instruction, otherwise it may be rejected.

I, the undersigned, do hereby certify that all the statements made in the required attachments are true and correct.

Signature & Seal of the Bidder

Ordinary Mentenance

Total Length of Flexible k.m

Length of Rigid 0 k.m

Length of Flexible k.m

Width of Road : 5.5 m

Length of Rigid Pavement 0 KM

Annual Maintenance x 58300 =

1st Year x x 0.33 =

Flexible x x 0.56 =

Rigid 0 x x 0.45 =

Flexible x x 0.61 =

Rigid 0 x x 0.45 =

Flexible x x 1 =

Rigid 0 x x 0.45 =

After Surface Reunal x x 0.45 =

Junior Engineer Assistant Engineer Executive Engineer

Preodical Mentenance

Sl. No. Description of Items Total Qty Rate Amount

1 5.2 Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Add 2% for curve & Crossing

2 5.8 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 sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Area vide item no-1 x 0.025 =

3 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Centre Line = 40%x 3350 x 0.10 134

Longitudinal Length 2 x x 0.1 = Add 10% for Zebra crossing & Transverse marking 220.72

Add 10% for Zebra crossing & Transverse marking =

Junior Engineer . Executive Engineer

Detailed Estimate for Widening & strengthening work of Keni (20th km of Gaya - Islampur - Khizersarai SH-04 Road) to Technology Center (Devgaon) via SADHU NAGAR (Total Length - 2.100 km) in Gaya Ji District Under RCD Road Division No. - 1 , Gaya Ji for the year 2026-27.

Amount of B.O.Q.

Earnest Money 1380000

Cost of B.O.Q. 10000

Bid Processing Fee 5900

Time of Completion : 9 MONTH

Ref. to MoRTH Spec. Item of Work Unit Quantity Rate Rs Cost Rs S.F PER UNIT S.F Amount

1 2.03 I A 201 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. Hect 0.83 191878.1 0

2.04 202 Dismantling of Structures

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cum 0

2.04 (i) II A C Prestressed / Reinforced cement concrete grade M-20 & above

2 I By Mechanical Means Cement concrete grade M-15 &M-20 Cum 143.12 925.3 0

2.4 (ii) Dismantling Brick / Tile work

3 B In cement mortar 1.58 517.3

2.4 (ix) Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.

4 A Up to 600 mm dia m 7.5 1222.1

C Above 900 mm m 0

2.4 (ii) D Dry brick pitching or brick soling cum 0 0

5 2.06 Dismantling of Cement Concrete Pavement cum 112.5 785.9

6 3.15 305.4.3 Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means sqm 4620 8.3 0

3.06 301 Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m cum

3.16 305 Construction of Embankment with Material obtained from Borrowpits

7 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. Cum 214.9 3.53 20609.41 0

3.17 305 Construction of Embankment with Material Deposited from Roadway Cutting

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. Cum

3.18 305 Construction of Subgrade and Earthen Shoulders

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum

3.2 305 Geotextile Filter.

Geotextile Filter. (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) sqm 162.8

4.01 B (i) 401 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)

B By Mix in Place Method

8 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. (Grade-1) cum 1813.37 96.05

4.1 Inverted Choke

Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc. cum 0

4.14 406 Wet Mix Macadam

9 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. cum 2955.2 2001.19 102.82

4.09 404.3.1 Making 50 mm x 50 mm Furrows

Making 50 mm x 50 mm furrows, 25mm/ 50mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead, sqm 10.7

4.1 Inverted Choke

Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc. cum

5.01 502 Prime Coat

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Sq.m 11820.78 77.68 0

5.02 i 503 Tack Coat on Bituminous surfaces

10 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Sq.m 11820.78 22.84 0

5.02 ii 506 Tack Coat on Granular surfaces treated with primer

11 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. sqm 11820.78 28.37 0

5.04 505 B Dense Graded Bituminous Macadam Gr-II

12 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 945.97 15930.27 95.15

5.05 507 B Bituminous Concrete Gr-II

13 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 472.98 18573.14 76.18

5.11 Mastic Asphalt

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 0C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. sqm

5.17 (ii) Stress absorbing membrane (SAM) crack width 6mm to 9mm

Providng and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 mm to 9mm afer cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. sqm 90.9

6.01 Dry Lean Cement Concrete Sub- base

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

6.02 Cement Concrete Pavement

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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

8.1 408 Cast in Situ Cement Concrete M20 Kerb

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 RM 0

14 8.3 801 Printing new letters and figures of any shade with synthetic enamel paints black or any other approved colour to give an even shade. CM 800 0.8 0

8.4 801 B Retro-Reflectorised Traffic Signs

15 (ii) 90 cm equilateral triangle 10 6912.98 14.68

16 (iv) 60 cm equilateral triangle 10 4587.28 14.68

17 (viii) 60 cm circular 8 6101.98 14.68

(x) 80 mm x 60 mm rectangular 20 8451.48 14.68

(xv) 90cm high Octagon 8 10729.38 14.68

8.06 801 Direction and Place Identification Signs with size more than 0.9 sqm size Board. sqm 5 16106.74 19.48

8.08 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) sqm 43.38 104.5 0

8.13 803 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface sqm 476.79 647.6 0

8.14 804 Kilometre Stone

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

(i) 5th kilometre stone (precast) 2 4360.91 49.16

(ii) Ordinary kilometer stone (precast) 2 2515.96 33.8

(iii) Hectometer stone (precast) 8 756.92 17.86

8.15 805 Road Delineators 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 toIRC-79 and the drawings. Each 804.2 0

8.23 A W metal beam crash barrier

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high with 1.1 m below Road /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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 1540 3636.3 35.83

8.2 Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings) RM

8.35 B Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) Supplying and Nos 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 crylonitrite 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 rismatic 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 mmediately 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 equired to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. Nos. 236 302.3 0

8.23A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) RM 0

8.38 Provision of 6 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. Nos.

LS Chequered Tiles for Footpath sqm 827

9.02 Local sand filling Cum

9.06 B Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M20 using batching plant , transit mixer & manual placing cum

Paver Block at Shoulder in Built up Area

12.03 Snad Filling under Paver Block cum

M-324 ii b Providing and Laying Paver Block M 40 80mm Thick at the Edge of Pavement sqm 651.78

9.01 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 and backfilling with approved material. cum 57.11 121.7 0 0

9.02 Sand filling in foundation trenches as per Drawing & Technical Specification . cum 23.98 414.62 18.06

9.04A 2900 Providing and Laying reinforced cement concrete pipe NP4 Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 and also including the cost of granular material in bedding but excluding excavation , protection works, back filling, concrete and masonry works in head walls and parapets. m 8618.74 6.6

9.06 A CASE-II Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications. M15 cum 11.36 5362.23 125.54

9.06 C (ii) Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 cum 27.07 5942.53 120.23

14.06 2703, 1500, 1600 & 1700 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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. RM 2120.18 10.24

14.17 IV 2604 Burried Joint Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. RM 42.35 0

15.01 (I) B (i) 304 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. (in Ordinary soil by Mechanical Means depth up to 3 M) cum 130.4 0

15.11 A Case(ii) 1500, 1700 & 2100 Case-II Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 (Using Bathing Plant & Manual Placing) cum 5707.33 125.54

15.11B Case(ii) 1500, 1700 & 2200 CASE -II Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20 (Using Bathing Plant ,Transit Mixer & Manual Placing) cum 6304.88 123.77

15.11 C CASE -II RCC Grade M20 cum 6434.29 120.23

15.13 1600 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MT 82306.62 0

15.14 2706 & 2200 Providing weep holes in Brick masonry/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 Nos. 152.9 0.11

15.15 Case -II 2700 PCC M15 Grade levelling course below approach slab complete as per Drawingand Technical Specifications. PCC Grade M15 using batching plant & manual placing Cum 5236.83 125.54

15.16 1500,1600,1700 & 2704 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification cum 10128.67 120.23

15.17 2705 Drainage Spouts complete as per drawing and Technical specification Nos. 1063.1

15.18 2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications cum 12271.88 120.23

15.21 803 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Painting Two Coats on New Concrete Surfaces sqm 128.5 0

15.23 B 710.1.4.of IRC:78 & 2200 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification With Fine Sand (Sandy Material ) cum 904.76 73.55

15.24 2504 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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. Cum 2037.01 88.02

16.04 A 2504 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2160.82 80.55

16.09 2505 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring Cum 2748.3 80.55

add 1 % labour cess

Junior Engineer Assistant Engineer Executive Engineer

ESTIMATE OF BOX CULVERT

Box Size:- 1 cell of 1.5 m x 1.5 m

with Flexible Appron

Item No. Description Unit nos Length (m) Breadth (m) Height (m) Quantity Rate Amount

Item no 1(a) Dismantlling of Existing Culvert

Brick Massonary

Abt cum 2 3.7 1.25 4

Parapet cum 2 0.25

Deck Slab RCC M-20

15.01 (B) i Excavation(up to 3m)

Box Bridge cum 1 1

Shear Key cum 2

Return Wall cum 4 1.5

Item no 1(C) Excavation(above 3m)

Return Wall cum

15.11 A (i) PCC-M15

Return Wall cum

B. SUBSTRUCTURE

15.12 B RCC-M25 (upto 5m)

Bottom Slab cum 1

Box Side Wall cum 2

Box middle Wall cum

Base slab of return wall II cum 4

Return wall I cum 4

Return wall II cum 4

Shear key cum 2

15.13 Substructure Steel (HYSD Bars)

STEEL @ 120 kg ton 1

15.14 Weep holes

Spacing for weep holes = 2 m in horizontal and 1 m in vertical direction

No of weep holes in horizontal direction per abutment =11.4/2+1 =

No of weep holes in vertical direction per abutment =2/1+1 =

No of weep holes in horizontal direction per return wall =2.3/2+1 =

No of weep holes in vertical direction per return wall =2.1/1 +1=

Total no of Weep holes per abutment = 7 x 3

Total no of Weep holes per return wall = 3 x 4

Total no of weep holes = 21 x 2 + 9 x 4

15.23 Backfilling - Sandy Material

Behind Side Wall cum 2

Behind Return wall II cum 4

Deduct for filter media cum

Shear key cum 2

Return Wall cum 0

15.24 Filter media

Behind Abutment cum 2

Behind Return Wall cum 0

In Slop (for Pitching) cum 0 0.2

C. SUPERSTRUCTURE

15.12 C RCC-M30(up to 5m)

Box Bridge cum 1

Inner Kerb cum 2

Outer Kerb cum 0 0.225

Rectangular part of bracket cum 2

Triangular part of bracket cum 2

15.13 Superstructure Steel (HYSD Bars)

STEEL @ 140 kg ton

15.18 Wearing Course

15.11 Wearing Course (Mastic Asphalt)

15.02 Tack Coat

Item no 4 Crash Barrier m 0

14.15 RCC railing m 2

15.17 Drainage Spout nos.

15.15 PCC below Approach Slab

15.16 Approach Slab

15.22 Filler Joint

14.17 Filler Joint

(i) copper plate m 2 4,091.51

(ii) fibar board m 323.20

(iii) 20mm thick premoulded joint filler m 385.82

(iv) joint sealing compound m 20.00

D. PROTECTION WORK

Item no 1 Boulder Pitching (A1 side) cum 0 0.3

Boulder Pitching (A2 side) cum 0

Item no 2 Falling Apron

Item no 3 PCC(M10) Toe Wall

16.08 A 300 mm thick Rubble stone flooring laid over 100mm thick cement concrete bedding

Upstream cum 1 3 0.4

Downstream cum 1 5

16.11 Flexible Apron

Upstream cum 1 1.5

Downstream cum 1 3

15.11 (A) i Curtain Wall- PCC (M-15)

Downstream side cum 1

Upstream side cum 1

15.01 (B) i Excavation in Soil

Curtain Wall (downstream) cum 1

Curtain Wall (upstream) cum 1

Floor appron upstream cum

Floor appron downstream cum

Stone appron upstream cum

Stone appron downstream cum

Item no 1 Boulder Pitching (A1 side) cum 0 0.3

Boulder Pitching (A2 side) cum 0

Item no 2 Falling Apron

Item no 3 PCC(M10) Toe Wall

Item no 4 300 mm thick Rubble stone flooring laid over 100mm thick cement concrete bedding

Upstream cum 0 3 0.4

Downstream cum 0 5

3.16 Construction of embankment

4.01 A Construction of granular sub-base)

9.3 A Laying Reinforced Cement Concrete Pipe NP4

Item no 4 Excavation in Rock

Curtain Wall (downstream) cum 1 0.5

Curtain Wall (upstream) cum 1

Floor appron upstream cum

Floor appron downstream cum

No. of Span Span (m) No. of middle wall Thk. Of side wall Thk. of middle wall Total lengthof box culvert Thk. of top slab Thk. of bottom slab Haunch Width Clear height Thk. Of pcc projection bottom slab Key Depth Thk.of key pcc Thk. of Return Wall-1 Height of Return Wall-1 Thk. at top of Return Wall-2 Thk at bottom of Return Wall-2 Height of Return Wall-2 Length of return wall foundation width of return wall foundation depth of return wall foundation width of approach slab Average Thickness of approach slab PCC below Approach Slab Length of Approach Slab Length of Outer Kerb Outer Kerb width Outer Kerb height Length of Raised footpath Width of Raised footpath Height of Raised footpath

FRL 99.355 at edge. 0.25 EGL Bracket in abutment Thickness of filtermedia behind 1st part Length of return wall foundation 2nd part width of return wall foundation 3rd part width of return wall foundation Thickness of Wearing Cours Thickness of approach slab at end Thickness of approach slab at Crown Number of drainage spout Length of Inner Kerb Inner Kerb width Inner Kerb height Railing

Invert level at centre 0.4 At end 97 Width Height Abutment 0.6 0.6 0.25 1.65 0.065 0.3 4 0 0 0.000

At middle Rectangular part 0.3 0.3 Return wall 0.6

Traingular part 0.3 0.3

PROTECTION WORK

STRAIGHT PORTION PARABOLIC PORTION FALLING APPRON TOE WALL

FRL - EGL STRAIGHT PORTION LENGTH V H HYPOTENUSE V H HYPOTENUSE THICKNESS OF FILTER MEDIA IN PITCHING THICKNESS OF BOULDER PITCHING LENGTH OF FALLING APPRON THICKNESS OF BOULDER IN APPRON WIDTH HEIGHT

Widening Scheme

SL. No. From (Km) To (Km) Length Existing width (M) Type of Pavement Proposed width (M) TCS Remark Provide Thickness

1 0 3.75 BT 0.0 Overlay

2 3.75 PCC 0.0 Reconstruction

3 3.75 BT 0.0 Overlay

ESTIMATE OF QUANTITY OF BOX CULVERT

ESTIMATE OF BOX BRIDGE

Box Size:- 2 cell of 6 m x 3 m_45D skew

Box Size:- 2 cell of 6 m x 3 m

Item No. Description Unit nos Length (m) Breadth (m) Height (m) Quantity Rate Amount

Item no 1(a) Excavation(up to 3m)

Box Bridge cum 1

Shear Key cum 2

Return Wall cum 4

Item no 1(b) Excavation(above 3m)

Return Wall cum

Item no 2 PCC-M15

Return Wall cum

B. SUBSTRUCTURE

Item no 1(a) RCC-M25 (upto 5m)

Bottom Slab cum 1

Box Side Wall cum 2

Box middle Wall cum

Base slab of return wall II cum 0

Return wall I cum 4

Return wall II cum 4 4.08

Shear key cum 2

Item no 2 Substructure Steel (HYSD Bars)

100 kg/cum ton 1

Item no 3 Weep holes

Spacing for weep holes = 2 m in horizontal and 1 m in vertical direction

No of weep holes in horizontal direction per abutment =11.4/2+1 =

No of weep holes in vertical direction per abutment =2.3/1+1 =

No of weep holes in horizontal direction per return wall =4.5/2+1 =

No of weep holes in vertical direction per return wall =2.8/1 +1=

Total no of Weep holes per abutment = 7 x 4

Total no of Weep holes per return wall = 4 x 4

Total no of weep holes = 28 x 2 + 16 x 4

Item no 4 Backfilling - Sandy Material

Behind Side Wall cum 2

Behind Return wall II cum 4

Deduct for filter media cum

Shear key cum 2

Behind Abutment cum 2 11.4 4.5 3.55

Item no 5 Filter media

Behind side wall cum 2

Behind Return Wall cum 4

In Slop (for Pitching) cum 0 0.2

C. SUPERSTRUCTURE

Item no 1 RCC-M30(up to 5m)

Box Bridge cum 1

Inner Kerb cum 2

Outer Kerb cum 2 0.225

Rectangular part of bracket cum

Triangular part of bracket cum

Item no 2 Superstructure Steel (HYSD Bars)

120 kg/cum ton 1

Item no 3(a) Wearing Course

Item no 3(b) Wearing Course (Mastic Asphalt)

Item no 3(c) Tack Coat

Item no 3(d) Seal Coat

Item no 4 Crash Barrier m 2

Item no 5 Railing m 0

Item no 6 Drainage Spout nos.

Item no 7 PCC below Approach Slab

Item no 8 Approach Slab

Item no 9 Strip Seal Expansion Joint

Item no 8 Asphaltic Plug joint

(i) copper plate m 2

(ii) fibar board m

(iii) 20mm thick premoulded joint filler m

D. PROTECTION WORK

Item no 1 Boulder Pitching (A1 side) cum 0 0.3

Boulder Pitching (A2 side) cum 0

Item no 1 Flexible Apron

Upstream cum 1 1.5 0.75

Downstream cum 1 3

Item no 2 PCC(M10) Toe Wall

Item no 2 PCC (M-15) below Rigid appron

Upstream cum 1 3 0.15

Downstream cum 10 5

Item no 3 300 mm thick Stone appron

Upstream cum 1 3 0.3

Downstream cum 1 5

Item no 4 Curtain Wall- PCC (M-20)

Downstream side cum 1

Upstream side cum 1

Item no 5 Excavation in Soil

Curtain Wall (downstream) cum 1 2.5

Curtain Wall (upstream) cum 1 2

Floor appron upstream cum

Floor appron downstream cum

Stone appron upstream cum

Stone appron downstream cum

Item no 1 Construction of embankment

Item no 2 Construction of granular sub-base)

Item no 3 Laying Reinforced Cement Concrete Pipe NP4

Item no 5 Earthen Shoulder

Premix carpet with Mix seal surfacing

Item no 7 Prime coat over WMM

No. of Span Span (m) No. of middle wall Thk. Of side wall Thk. of middle wall Total lengthof box culvert Thk. of top slab Thk. of bottom slab Haunch Width Clear height Thk. Of pcc projection bottom slab Key Depth Thk.of key pcc Thk. of Return Wall-1 Height of Return Wall-1 Thk. at top of Return Wall-2 Thk at bottom of Return Wall-2 Height of Return Wall-2 Length of return wall foundation width of return wall foundation depth of return wall foundation width of approach slab Average Thickness of approach slab PCC below Approach Slab Length of Approach Slab Length of Outer Kerb Outer Kerb width Outer Kerb height Length of Raised footpath Width of Raised footpath Height of Raised footpath

FRL 99.58 at edge. 0.68 EGL Bracket in abutment Thickness of filtermedia behind 1st part Length of return wall foundation 2nd part width of return wall foundation 3rd part width of return wall foundation Thickness of Wearing Cours Thickness of approach slab at end Thickness of approach slab at Crown Number of drainage spout Length of Inner Kerb Inner Kerb width Inner Kerb height Railing

Invert level 0.800 at centre At end 96.5 Width Height Abutment 0.6 1 0.5 2 0.065 0.3 0.000 4 0 0 0.5

At middle Rectangular part 0.3 0.3 Return wall 0.6

Traingular part 0.3 0.3

PROTECTION WORK

STRAIGHT PORTION PARABOLIC PORTION FALLING APPRON TOE WALL

FRL - EGL STRAIGHT PORTION LENGTH V H HYPOTENUSE V H HYPOTENUSE THICKNESS OF FILTER MEDIA IN PITCHING THICKNESS OF BOULDER PITCHING LENGTH OF FALLING APPRON THICKNESS OF BOULDER IN APPRON WIDTH HEIGHT 0.999

MEASUREMENT OF RETAINING WALL FOR 4.5m Ht.

No. of Retaining wall 0 1

Length of Retaining wall 150

Average height of Retaing wall 4.5

COURSE OF SOFFIT LEVEL

APPROACH ELASTOMERIC BEARING

SLAB WITH RCC PEDESTRAL

LEVELLING COURSE

Item Description No. Length Breadth Depth Unit Quantity Rate Amount

No. (m) (m) (m)

1 Earthwork in Excavation

Retaining wall 1.75 m3

3 Foundation TMT Re-bar

Total Quantity of Reinforcement @ 85 Kg/m3 MT

4 Foundation PCC M15

Levelling Course 0.075 m3

Retaining wall RCC M25 3.5 0.5 m3

B) SUBSTRUCTURE

6 Substructure TMT Re-bar

Total Quantity of Surface Reinforcement @ 85Kg/m2 MT

Retaining wall m2

1000mm C/C in Staggered Manner Nos.

Retaining wall RCC M25 0.0 0.5 m3

Retaining wall RCC M25 m3

ABSTRACT OF SEIGNIORAGE FEE

Name Of Road :-

For Construction

Name of Material Earth GSB 53 mm to 26.5 mm GSB 26.5 mm to 4.75 mm GSB 2.36 Local sand Screening B 45 mm to 22.4 mm 22.4 mm to 2.36 mm agg 9.5-4.75 2.36 mm to 75 micron Agg. 37.5 - 25 mm Agg. 25 - 10 mm Agg. 20 - 10 mm Agg. 10 - 5 mm 5 mm below Filler 40 mm Agg. 20 mm Agg. 10 mm Agg. stone spalls Coarse sand Filter Media/Material Stone Boulder

unit m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3

Sl. No. SDB SL .NO Description Unit Quantity Material

Earth GSB 53 mm to 26.5 mm GSB 26.5 mm to 4.75 mm GSB 2.36 Local sand Screening B 45 mm to 22.4 mm 22.4 mm to 2.36 mm agg 9.5-4.75 2.36 mm to 75 micron Agg. 37.5 - 25 mm Agg. 25 - 10 mm Agg. 20 - 10 mm Agg. 10 - 5 mm 5 mm below Filler 40 mm Agg. 20 mm Agg. 10 mm Agg. stone spalls Coarse sand Filter Media/Material Stone Boulder Crushed stone Agg Brick

1 Construction of Embankment Cum

GSB Grading I Cum

Back filling behind abutment, wing wall and return wall Cum

Providing and laying Cement concrete wearing coat M-30 Cum

Providing RCC M30 Grade In Railing Cum

Reinforced cement concrete approach slab Cum

Providing and laying Filter material Cum

Providing and laying boulders apron on river bed Cum

Providing and laying of filter media Cum

Providing and laying RCC pipe NP-3 for culverts RM

Bored cast-in-situ M-35 grade R.C.C. Pile Cum

Cement Concrete for Reinforced Concrete M-30 in Pile Cap Cum

Providing and laying of PCC M15 levelling course Cum

Plain/Reinforced cement concrete RCC M-30 in sub-structure Cum

Providing and laying of filter media Cum

Providing and laying boulders apron on river bed Cum

Providing and laying Pitching on slopes Cum

Providing and laying Filter material Cum

Furnishing and Placing Reinforced/ Prestressed cement concrete RCC M-30 in super-structure Cum

Providing RCC M30 Grade In Railing Cum

Providing PCC M15 grade Below Approach Slab Cum

Providing and erecting direction and place identification Nos

5.7 Semidence Bituminous Concretre m3

i) 5th km stone no

ii) Km stone no

iii) 200 m stone no

10.9 Direction and place indefication board no

600 mm equilateral & triangle no

600 mm circular no

600 mm x 450 mm rectangular no

900 mm octagon stop board no

22 10.1 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 Cum

10.6 Providing and Fixing 'Logo' of Maintenance Project Cum

Brick Masonary in C.M.(1:3) in parapet Cum

Plastering with cement mortar (1:4) Cum

Providing M15 (PCC 1:2.5:5) as levelling course in foundation Cum

Brick Masonary work in cm 1:4 in head wall Cum

Providing and laying RCC pipe NP-3 for culverts Cum

Plastering with cement mortar (1:4 ) Cum

Providing 1.5 mm cement punning Cum

Brick masonry work in cement mortar (CM 1:4) in foundation Cum

Providing concrete for plain/reinforced concrete M-20 in coping Cum

Providing Weepholes in brick masonary , Plain / Reinforced concrete Cum 0 0

Sand Filling Cum