45/BIADA/2025-26, Group-03 CONSTRUCTION OF ROAD, DRAIN, SAFETY & DISASTER RISK REDUCTION BUILDING(CUC) & INSTALLATION OF SOLAR STREET LIGHTS, AT INDUSTRIAL AREA-MURLIGANJ(MADHEPURA)

STANDARD BIDDING DOCUMENT (NIT/45/BIADA/2025-26,GR-03)

TECHNICAL BID SHEET

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

Name of Work CONSTRUCTION OF ROAD, DRAIN, SAFETY & DISASTER RISK REDUCTION BUILDING(CUC) & INSTALLATION OF SOLAR STREET LIGHTS, AT INDUSTRIAL AREA-MURLIGANJ(MADHEPURA) Cost of Work as per BOQ (Rs.) Time of Completion in months 6 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Cost of BOQ 10000+18% GST = Rs. 11800.00 88100485 Date of Tender 11.02.2026

Sl No. Items Requirement NAME OF THE CONTRACTOR

ADDRESS OF THE CONTRACTOR

1 Bid Validity Affadavit as per SBD Bid validity periods In days

2 BID SECURITY Scanned Copy to be attached) As per attached SBD (A) Indian post office term deposit 3 year/5year/National Saving Certificate/ Kishan Vikash Patra duly endorsed by the Competent Postal authority in Bihar issued in the same year. Amount To be entered (Rs in Lakhs)

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

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

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

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

BID SECURITY AMOUNT (Rs. In Lakhs) Bid Security Amount - (Rs in Lakhs) 1763000

3 (i) Legal Status of Bidder.

(ii) Place of Registration.

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

(iv) Power of attorney of signatory Bid

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

2020-21 Amount To be entered (Rs in Lakhs)

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

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

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

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

5 Work Experience of Similar nature (As per SBD in attach format) As per NIT/SBD

6 Quantity wise Experience (As per SBD and in attached format) As per NIT/SBD

7 The contractor should possess required valid license for executing the work and should have executed similar works for a minimum amount as indicated in Appendix in any one year. (To be filled in the format specified under 1.3.1)

8 Liquid assets and /or availability of credit facilities As per attached SBD/Appendix

9 Assessed Available Bidding Capacity (A*N*3-B) A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the year indicated in Appendix) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited. B = Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going works to be completed during the next one year. (As per attached SBD)

(i) (a) Existing commitments and ongoing works (As per format attached SBD)

(ii) (b) Work for which Bid already submitted (As per format attached SBD)

10 Evidence of access to or availability of creadit facilities As per format attached in SBD Amount To be entered (Rs in Lakhs)

11 Litigation History (As per format attached SBD) As per format attached in SBD

12 Affidavit As per format attached in SBD

13 Undertaking As per format attached in SBD

14 Proposals (As per format attached SBD) Proposal, If any for sub contracting of elements of work, costing more that 10% of the Bid amount.

15 Authority Authority to seek references from the bidders bankers.

16 Proposed methodology and Programme of Construction The proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones (As per attached SBD)

17 List of Key Personnel As per attached SBD

18 List of Key Plants & Equipments As per attached SBD

19 Registration As per attached SBD

20 Permanent Accountant Number (PAN) (As per NIT) and GST As per NIT/SBD

21 Income Tax Return (ITR) As per NIT/SBD

22 Value Added Tax As per NIT/SBD

23 Sales Tax Clearance As per NIT/SBD

24 Character Certificate As per NIT/SBD

25 Non debarred/ blacklisted by any State Govt./Central Govt. / Govt. undertaking in India as on the date of bid As per as per SBD

26 Electrical License As per as per SBD

Note Evaluation will be done as per SBD Clauses & the information provided in the document attached with tender. Bidder may Disqualify, if documents are not attached properly.

STANDARD BIDDING DOCUMENT

TECHNICAL BID SHEET

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

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

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

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

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

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

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

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

Registration No.

Date of Validity

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

Registration No.

Date of Validity

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

(ii) Place of Registration.

(iii) Principal Place of Business

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

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

5 PERMANENT ACCOUNT NUMBER (PAN) Attach self attested copy

6 GST REGISTRATION Attach self attested copy

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

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

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

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

Earth work + Local sand - 4240.26 Cum.

PCC+RCC -1561.00 Cum.

Brick Flat Soling : 1849.00 Sqm

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

Plaster work - 3950.00 Sqm.

Stuctural Steel work - 365.525MT

Reinforcement work - 267.145 MT

Glavanised steel Deck Sheet - 3233.00 Sqm

Painting work - 3679.00sqm.

High Pressure laminate (HPL) : 354.75 Sqm

Flooring work-5010.0 Sqm

Electrical work Rs.32,71,685.00

PHE work -Rs. 16,53,525.00

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

Water Proofing WORK : 4045.0 Sqm.

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

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

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

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

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

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

13 BIDDING CAPACITY (BC=A*N*3-B) (Should be more than the bid value) ITB clause 4.7 B A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the year indicated in Appendix) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited. B = Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going works to be completed during the next ----- year (period of completion of the works for which bids are invited).

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

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

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

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

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

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

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

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

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

20 PROPOSED METHODOLOGY AND PROGRAMME OF CONSTRUCTION (ITB clause 4.3 (1) & 4.5(B)(a) The proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones . ATTACH DESCRIPTIONS,DRAWINGS AND CHARTS AS NECESSARY

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

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

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

SUMMARY OF BILL OF QUANTITY

Construction of Flexible Pavement ,Pre-Cast RCC Drain and Solar Street Light at IA Murliganj

Sl No. Item of Work Amount (in Cr)

1 Construction of Flexible Pavement 49110249.00

1 Construction of Pre-cast RCC Drain (Section1000 mm x 1800mm) - 0.00

2 ROAD TYPE :-- DRAIN D4 & CROSS DRAIN #REF!

2 ROAD TYPE :-- Outer Road East Side 3.75 m #REF!

3 HUME PIPE EXTERNAL DRAIN #REF!

2 Construction of Pre-cast RCC Drain (Section1200 mm x 2000mm) 20297790.00

3 Solar Street Light 4794230.00

4 Construction of Safety & Disaster Risk Reduction Cell 13898216.00

Total Amount Rs. 88,100,485.00

BILL OF QUANTITY

Construction of Flexible Pavement

Total Length of Road 1500 Meter 274.3902439 220.328

Sl No SOR Description Unit Quantity Rate Amount

SUB-BASES, BASES & BITUMINOUS

1 3.16 RCD22 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 Roller) Cum 18540.00 205.50 3809970.00

2 3.18 RCD22 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, trasporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 cum 3174.00 207.80 659557.20

3 4.01 B RCD22 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

(ii) Rate per cum or grading -II Material Cum 2925.00 1,060.80 3102840.00

4 4.14B RCD22 Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 1750.00 1,447.30 2532775.00

5 5.01 A.ii RCD22 Prime Coat :- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. Sqm 7000.00 43.00 301000.00

6 5.02 (i) RCD22 Tack Coat :-- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Sqm 7000.00 14.30 100100.00

7 5.04B RCD22 Dense Graded Bituminous Macadam Grading. II:-- 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 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. 507 complete in all respects. Cum 350.00 10,071.10 3524885.00

8 5.05B RCD22 Bituminous concrete Grading -II Providing and laying bituminous Concrete with higher capacity batch type Hot Mix Plant using crushed aggregates of specified grading premixed with bitumius binder @ 5.4 % 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 respect. cum 210.00 11677.00 2452170.00

9 11.79(ii) BCD22 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 80mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath,parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern Sqm 4500.00 906.10 4077450.00

10 8.02(ii) RCD22 Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408

(ii) PCC M20 for kerb cast in situ RM 2000.00 245.00 490000.00 , , 1,00.00 45

10 Carriage of Materials

A GSB (Seikhpura , 211 Km by Road) Cum 3937.05 2419.02 9523802.69

B WMM,(Koderma, 430 km by Railway) Cum 2467.50 2426.36 5987043.30

C Stone Chips, (Koderma, 430 km by Railway) Cum 1534.00 2426.36 3722036.24

D Coarse sand, (Banka 137 km by Road) Cum 74.03 1067.99 79057.96

E Bitumen (Baruni 156 km by Road) MT 68.67 1037.23 71226.58

F Emulsion (Baruni 156 km by Road) MT 5.60 1037.23 5808.49

Add Seigniorage charge @10% on Basic Material Cost

E Kerb Stone Chips Cum 164.500 899.46 14796.12

F Kerb Coarse Sand Cum 74.03 494.00 3656.84

Seigniorage Cost 575001.72

Addition of CGST @9% on RCD Item with carriagei.e on "A" 3665189.02

Addition of SGST @9% on RCD Item with carriage i.e on A 3665189.02

Add Cess @1% on "A+CGST+SGST" 480547.01

Grand Total Rs. 49110249.23

ABSTRACT OF COST

CONSTRUCTION OF PRE CAST RCC DRAIN ( Width = 1000 mm , Depth = 1800 mm ) - 1000 M

Sr No SOR Item No. Description Total Quantity Rate (Rs.) Amount (Rs.)

1 15.01 RCD-22 Earth work in excavation in foundation:-- 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 0.00 140.16 0.00

2 15.03 RCD-22 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification Cum 0.00 266.40 0.00

3 11.72 BCD-22 Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I Sqm 0.00 283.30 0.00 #DIV/0! #DIV/0!

4 12.04 RCD-22 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Cum 0.00 3792.20 0.00

5 15.11 RCD-21 Plain /Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications.

H RCC Grade M35

Case I RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump Cum 0.00 5910.60 0.00

6 15.12.D Plain/ Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specification

RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump Cum 0.00 6716.50 0.00

7 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. mt 0.00 78579.90 0.00

8 8.29 Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. m 0.00 1265.90 0.00

9 Carriage of Materials

A Stone chips, Cum 0.00 2426.36 0.00

B Coarse Sand Cum 0.00 1067.99 0.00

C Bricks 8 km per Th. 0.00 942.53 0.00

D Local Sand, 3km Cum 0.00 249.20 0.00

E Steel, 5Km MT 0.00 532.61 0.00

Total Rs "A" 0.00 0.00

10 Add Seigniorage charge @10% on Basic Material Cost

A Stone chips, Cum 0.00 886.00 0.00

B Coarse Sand Quil Cum 0.00 494.00 0.00

C Bricks 8 km per Th. 0.00 5128.00 0.00

D Local Sand Cum 0.00 141.85 0.00

Addition of CGST @9% on RCD Item i.e on Rs.50837503.37 0.00

Addition of SGST @9% on RCD Item i.e on Rs.50837503.37 0.00

Add Cess @1% on (RCD Items+SGST+CGST) 0.00

Say Amount Rs. In Cr- A 0.00

BILL OF QUANTITY

CONSTRUCTION OF PRE CAST RCC DRAIN ( Width = 1200 mm , Depth = 2000 mm ) -1000 M

Sr No SOR Item No. Description Total Quantity Rate (Rs.) Amount (Rs.)

1 15.01 RCD-22 Earth work in excavation in foundation:-- 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 2538.00 140.16 355726.00

2 15.03 RCD-22 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification Cum 162.00 266.40 43157.00

3 11.72 BCD-22 Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I Sqm 1080.00 283.30 305964.00

4 12.04 RCD-22 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Cum 81.00 3792.20 307168.00

5 15.11 RCD-22 Plain /Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications.

H RCC Grade M35

Case I RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump Cum 270.00 5910.60 1595862.00

6 15.12.D Plain/ Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specification

RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump Cum 687.00 6716.50 4614235.50

7 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. mt 86.13 78579.90 6768087.00 86130

8 8.29 Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. m 67.00 1265.90 84815.30

9 # Carriage of Materials

A Stone chips Cum 934.20 2426.36 2266705.51

B Coarse Sand Cum 467.10 1067.99 498858.13

C Bricks 8 km per Th. 34.83 942.53 32828.32

D Local Sand, 3km Cum 210.92 249.20 52562.26

10 # Add Seigniorage charge @10% on Basic Material Cost

A Stone chips, Cum 934.20 886.00 82770.12

B Coarse Sand Quil Cum 467.10 494.00 23074.74

C Bricks 8 km per Th. 34.83 5128.00 17860.82

D Local Sand Cum 210.92 141.85 2991.96

Seigniorage Cost 126697.64

Addition of CGST @ 9 % on RCD Item i.e on "A" 1500135.52

Addition of SGST @ 9 % on RCD Item i.e on "A" 1500135.52

Add Cess @ 1% on (RCD Items+SGST+CGST) 196684.43

Total Rs. 20297789.51

SOLAR STREET LIGHT

1 M/R Supply, Installation,Testing and Commissioning of integarted Solar LED street light fitting "All in one " with MPPT charge controller including providing solar panel 50/60 watt ,26watt LED light 12.8V ,45/50 AH lige PO4 battery with battery charger ,controller in unit interconnection etc .as required (120-175 Lum/watt ) -make approved of BSR Electrical. Each 72 47205.53 3398798.16

2 Analysis of BSR Supply and errection of 6 meter height Hot-DIP Galvanized octagonal street light pole with top dia 70mm and bottom dia A/F 130MM, made of 3mm thick sheet along with base plate of size 220x220x12mm, small door opening for junction box mounting cement concrete of 1:3:6 including excavation, refilling and suitable size foundation bolt with template and all complete job as required (But without pole collar). (Analysis by BSR (Elect.)-2022, 2302, 9009, 9006, 9001 & BCD-2022 Civil-2.8.1, 5.9.1, 4.1.2, 5.22.7A, 5.227A) Each 72 19381.00 1395432.00

TOTAL 4794230.16

BIHAR INDUSTRIAL AREA DEVLOPMENT AUTHORITY

Construction of Safety & Disaster Risk Reduction Cell

BILL OF QUANTITY

Sl No SOR Description Unit Quantity Rate Amount

22 2.8.1 Earthwork in excavation in foundation trenches or drains(not exceding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Cum. 313.18 ₹ 360.70 ₹ 112,964.03

23 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum. 330.83 ₹ 287.30 ₹ 95,046.02

24 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. Sqm. 258.63 283.30 ₹ 73,269.88

25 323 Separation Membrane of impermeable plastic sheeting 125 micron thick Sqm. 143.99 ₹ 12.00 ₹ 1,727.88

26 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:3:6(1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) Cum. 26.77 ₹ 3,434.00 ₹ 91,928.18

27 5.33A.1+5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete. Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. Cum. 50.00 ₹ 4,921.40 ₹ 246,070.00

28 6.1C +6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand) Cum. 3.69 ₹ 4,923.00 ₹ 18,165.87

29 6.1C +6.1.14C +6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand). Extra for Brick work in superstructure above plinth level upto floor V cum. Cum. 60.00 ₹ 5,765.20 ₹ 345,912.00

30 6.45.2 Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm. 127.93 ₹ 700.80 ₹ 89,650.89

31 5.33A.2.2 + 5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete.All works above plinth level upto floor V level.Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. Add or deduct for providing richer or leaner mixes respectively at all floor levels.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Cum. 80.00 5841.70 ₹ 467,336.00

32 5.33A.2.1 + 5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Walls columns, pillars, posts cind struts Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Cum. 12.80 ₹ 5,458.00 ₹ 69,862.40

33 11.26.1 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) (20 to 25 mm thick) Sqm. 112.68 ₹ 1,252.70 ₹ 141,154.24

34 11.27 Kota stone slabs 20mm thick in risers of steps skirting. Dado & pillars laid on 12mm average thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm. Sqm. 18.69 ₹ 1,191.80 ₹ 22,274.74

35 11.41.2 Providing and laying vitrified floor tiles in different sizes( thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joint with white cement and matching pigments etc, complete. Size of Tile 60X60cm Sqm. 120.00 ₹ 1,638.80 ₹ 196,656.00

36 11.46.2 Providing and laying vitrified floor tiles in different sizes( thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) including grouting the joint with white cement and matching pigments etc, complete. Size of Tile 600X600mm. Sqm. 11.42 ₹ 1,191.80 ₹ 13,610.36

37 11.38 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. Sqm. 26.00 ₹ 862.40 ₹ 22,422.40

38 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Sqm. 92.93 ₹ 795.00 ₹ 73,879.35

39 8.13.1 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Sqm 5.27 ₹ 3,605.20 ₹ 18,981.38

40 13.11.4 12 mm cement plaster of mix ; 1:6 (1 cement : 6 coarse sand) Sqm. 600.85 ₹ 141.50 ₹ 85,020.77

41 13.24.2 6 mm cement mix plaster of mix 1:4 (1 cement : 4 coarse sand) Roof Sqm. 342.53 ₹ 125.60 ₹ 43,021.77

42 13.13.4 20mm plaster 1:6 (1 cement : 6 coarse sand) Sqm. 440.69 ₹ 192.10 ₹ 84,656.07

43 22.8.1 Providing and laying integral cement based water proofing treatment.With average thickness of 120 mm and minimum thickness at khurras point to be 65 .. including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with Sqm. 140.00 ₹ 850.70 ₹ 119,098.00

44 5.9.1 Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete Sqm. 129.28 ₹ 211.60 ₹ 27,355.65

45 5.9.5 Centring and shuttering including strutting, proping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm. 500.00 ₹ 404.70 ₹ 202,350.00

46 5.9.6 Centring and shuttering including strutting , Propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. Sqm. 200.00 ₹ 494.40 ₹ 98,880.00

47 5.9.3 Centering and shuttering including strutting , propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. Sqm. 300.00 ₹ 437.50 ₹ 131,250.00

48 5.9.7 Centering and shuttering including strutting , propping etc. and removal of form for Stairs,(excluding landings) except spiral-staircaces. Sqm. 28.82 ₹ 439.90 ₹ 12,679.68

49 13.80 A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sqm. 1041.54 ₹ 105.40 ₹ 109,778.42

50 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) Sqm. 1041.54 ₹ 137.00 ₹ 142,691.12

51 13.78.2 Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer Sqm. 943.38 ₹ 38.70 ₹ 36,508.94

52 13.77A.1 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . Two or more coats on new work Sqm. 943.38 ₹ 53.80 ₹ 50,754.03

53 13.81.1 Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) Sqm. 23.94 ₹ 39.70 ₹ 950.42

54 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work Sqm. 38.88 ₹ 34.60 ₹ 1,345.25

55 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work Sqm. 62.82 ₹ 84.50 ₹ 5,308.29

56 9.6.3 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), including ISI marked M.S.pressed butt hinges bright finished of required size with necessery screws, all complete as per directions of Engineer-in- Charge and panelling with panels of:12 mm thick prelaminated (with decorative lamination on one side and balancing lamination on other side) particle board Grade -1 medium density flat pressed, three layer and graded (FPT-1) conforming to IS :3087 bonded with BWP type synthetic resin adhesive as per IS :848 and prelamination conforming to IS :12823 Grade-1 Type I Sqm. 11.97 ₹ 2,894.90 ₹ 34,651.95

57 9.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal Wood Cum. 0.52 ₹ 95,670.70 ₹ 49,748.76

58 9.117.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-incharge. (For W.C. and bathroom door shutter). Sqm. 12.29 ₹ 1,629.00 ₹ 20,012.27

59 9.1.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge. Extruded section profile size 42x50 mm m 24.90 ₹ 251.80 ₹ 6,269.82

60 21.1.2.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 51.03 ₹ 480.20 ₹ 24,504.61

61 21.3.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness(weight not less than 12.50 kg/sqm) Sqm. 1.44 ₹ 1,115.10 ₹ 1,605.74

62 21.1.1.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 42.00 ₹ 418.40 ₹ 17,572.80

63 9.66.1 Providing and fixing M.S.handles with necessary screws etc.complete125 mm Each 20.00 ₹ 32.40 ₹ 648.00

64 9.101.2 Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete:Twin rubber stopper Each 8.00 ₹ 60.80 ₹ 486.40

65 9.147E.1 Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Sqm. 35.00 ₹ 7,239.10 ₹ 253,368.50

66 9.48.2 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats square or round bars etc all complete fixed to steel windows Fixed to openings/ wooden frames with rawl plugs screws etc For all floor Kg 622.08 ₹ 161.10 ₹ 100,217.09

67 9.62.1 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16mm Each 24.00 ₹ 169.00 ₹ 4,056.00

68 9.63.1 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:250x10 mm Each 24.00 ₹ 70.10 ₹ 1,682.40

69 9.63.3 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:150x10 mm Each 24.00 ₹ 48.40 ₹ 1,161.60

70 10.17 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. Each 30.00 ₹ 174.60 ₹ 5,238.00

71 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete. TMTC-500

72 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size ) over 75mm bad by dry brick ballast 40mm nominal size well rammend and consolidated and grouted with fine sand including finishing the top smooth. Sqm. 70.67 ₹ 436.60 ₹ 30,853.98

73 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). Kg 121.33 ₹ 546.80 ₹ 66,342.70 51750

74 20.3A.1 BCD-22 Making 25 cm (10'') dia bore up to 4 mtr below ground with hand auger of approved quality in ordinary soil(vide classification of soil item - A) true to plum and without eccentricity in any stage of opration and disposal of the excavated earth up to 50 m lead including all lifts all complete as per approved design and direction of E/I. mtr 684.630 178.30 ₹ 122,069.53 ₹ 13,898,216.00

75 5.1.2 BCD-22 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work up to Plinth level.1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) Cum 104.332 4688.30 489139.72

76 5.2.2 BCD-22 Providing and laying in position specified grade of Reinforced cement concrete work in wall (any thickness),including attached pilasters, buttresses, plinth and string coursed, fillets, columns, pillars, piers, abutments, posts and struts, etc. Up to floor five level excluding cost of centring, shuttering, finisnin and reinforcement.1:1:5:3 (1 cement :1.5 coarse sand 0.3 graded stone aggregate 20mm nominal size) Cum 40.000 5670.00 226800.00

77 5.3 BCD-22 Reinforced cement concrete work in beams, suspended floors,roofs having slope up to 15, landings, balconies, shelves,chajjas,lintels, bands,plain window sills,staircases and spiral stair cases up to floor five levl excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) Cum 37.500 5335.90 200096.25

78 6.1.12/1+6.3A BCD-22 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) Cum 339.390 5860.10 1988859.34

79 13.11.2 BCD-22 Cement plaster in coarse sand 12 mm Cement plaster of mix.1:4(1 cement : 4 coarse sand) Sqm 4020.000 152.90 614658.00

80 13.79.1 BCD-22 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.New work (three or more coats). Sqm 4020.000 81.20 326424.00

81 10.32 BCD-22 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.1 In stringers, treads landings etc. of stair cases including use of required plates wherever required all complete. Kg 500.000 104.00 52000.00 ₹ 0.00

82 10.43 BCD-22 Providing and fixing concertina coil fencing with panched concertina coil 600 mm dia 10 mtr. Openable length (total length 90 metre) having 50 no round per 6 metre length, up to 3 metre hight of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. Reinforced wire, stud tied with G.I. steples and G.I clip to retain horizontal, including necessary bolts or G.I. barbed wire tide to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq mm with tape (.52 mm thick) and weight 43.478 gm/metre (Cost of M.S. Angle, C.C. blocks shall be paid separately) mtr 120.000 272.60 32712.00

Total Cost "A" 9529153.82

Carriage Cost ₹ 1,408,504.44

84 Addition of Seigniage @ 10% on materials

Coarse sand Cum 178.80 494 ₹ 8,832.72

Stone Chips Cum 211.59 886 ₹ 18,746.87

Local Sand Cum 334.18 141.85 ₹ 4,740.34

GST on Total Cost (A) @ 5.36% ₹ 510,762.64

Total Cost "B" ₹ 11,513,657.47

85 1.3.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.I. box etc as required.

Group C Point 90.00 724 ₹ 65,160.00

86 1.7.2 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 120.00 161 ₹ 19,320.00

87 1.5 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. Meter 50.00 309 ₹ 15,450.00

88 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. ₹ 0.00

(a) 1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 125.00 410 ₹ 51,250.00

(b) 1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 50.00 422 ₹ 21,100.00

89 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required. ₹ 0.00

90 1.22 Supplying and fixing metal/ PVC box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. ₹ 0.00

91 1.27.1 Supplying and fixing following size/ modules, GI box along with modular base and cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm Each 10.00 234 ₹ 2,340.00

92 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. Point 15.00 531 ₹ 7,965.00

93 2.19 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. Each 0.00 1513 ₹ 0.00

94 2.29 Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 25/32 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required. Each 2.00 1616 ₹ 3,232.00

95 2.30 Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 63 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required. Each 2.00 2431 ₹ 4,862.00

96 1.24.4 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin , 5/6 amps socket outlet Each 90.00 112 ₹ 10,080.00

97 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. Each 10.00 34 ₹ 340.00

Main Panel & DB's ₹ 0.00

98 2.8.9 Supplying and fixing following way single pole & 2 + 12 way, Double door neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus-bar,earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) Each 2.00 1315 ₹ 2,630.00

99 2.32 Supplying and fixing Cable end box (Loose wire box, IP43) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240/415 V, on surface /recess complete with testing and commissioning etc. as required. ₹ 0.00

2.32.4 For 4 way, Double door TPN MCBDB Each 2.00 1064 ₹ 2,128.00

MAIN PANEL & SUBMAIN PANEL ₹ 0.00

101 2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required. ₹ 0.00

(b) 2.4.2 ii) 100 Amp, 16 KA FP 415 volt MCCB each 2.00 3254 ₹ 6,508.00

(c) 2.12.5 iii) 32 Amp TPN MCB 415 Volt each 2.00 1108 ₹ 2,216.00

(d) 2.12.6 iv) 40 Amp TPN MCB 415 Volt each 2.00 1487 ₹ 2,974.00

(e) 2.12.7 v) 63 Amp TPN MCB 415 Volt each 2.00 1635 ₹ 3,270.00

(f) 2.12.2 vi) 6/32 Amp SPN MCB 240 Volt each 2.00 511 ₹ 1,022.00

(g) 1830+ana xi) Copper strip of all sizes. kg. 12.00 776 ₹ 9,312.00

(h) 8.10.6 xii) Digital ammeter three phase each 2.00 1643 ₹ 3,286.00

(i) 8.10.4 xiii) Digital voltmeter three phase each 2.00 1337 ₹ 2,674.00

(j) 2318+ana xiv) Pilot lamp for indicator each 6.00 212 ₹ 1,272.00

102 2.20 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Each 1.00 214 ₹ 214.00

EARTHING ₹ 0.00

103 3.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 1.00 6323 ₹ 6,323.00

104 3.11 Supplying and laying 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode, including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as required. Meter 40.00 721 ₹ 28,840.00

105 3.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing etc. as required. Meter 50.00 53 ₹ 2,650.00

106 4.1 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, copper tube, having single prong on top, with 85 mm dia 3 mm thick copper base plate including holes etc. complete as required. Each 1.00 1056 ₹ 1,056.00

107 4.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) Meter 50.00 145 ₹ 7,250.00

108 4.9 Fixing of copper / G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) Meter 50.00 52 ₹ 2,600.00

109 4.4 Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. As required. Each 5.00 81 ₹ 405.00

110 4.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of tinned G.I. bolts, nuts, chuk nuts and spring washers etc. complete as required. Each 5.00 102 ₹ 510.00

SUPPLY & INSTALLATION OF FIXTURES ₹ 0.00

111 8.11.2 Supply and installation of regular/ standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. Each 15.00 1618 ₹ 24,270.00

112 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc. as required. Each 15.00 358 ₹ 5,370.00

113 8.11.4 Supply and installation of 300 mm, 230 v A.C. Exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 6.00 1483 ₹ 8,898.00

114 8.11.5 Supply and installation of 375 mm, 230 v A.C. Exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 0.00 3543 ₹ 0.00

115 8.11.7 Supply and installation of 400 mm, 230 v A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required. Each 5.00 2427 ₹ 12,135.00

116 5.14 Supplying and fixing 4' X 40 watt suspended type LED luminaire provides soft-light and glare free symmetrical illumination complete with all accessories etc. including ball and socket arrangement, 2 no. down rods of 20mm dia X 1.6 mm thick G.I. pipe upto 30 cm. length, painting and wiring the down rods and connection with 1.5 sq mm FR PVC insulated copper conductor, single core cable and earthing etc. as required. Each 15.00 4949 ₹ 74,235.00

117 5.10.3 Supplying and fixing indoor recess mounting 36 watt LED flat panel luminaire suitable for armstrong / grid ceiling and complete with electronic driver etc. directly on false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 10.00 4023 ₹ 40,230.00

118 5.11.4 Supplying and fixing recess mounted 12 watt LED vertical downlighter complete with all accessories and replaceable electronic driver, directly on false ceiling including connection with 1.5 sq.mm FR FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 5.00 971 ₹ 4,855.00

119 5.11.5 Supplying and fixing recess mounted 18 watt LED vertical downlighter complete with all accessories and replaceable electronic driver, directly on false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 5.00 1066 ₹ 5,330.00

120 1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 10.00 64 ₹ 640.00

121 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. Each 15.00 80 ₹ 1,200.00

122 6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. ₹ 0.00

Plumbing a) Scheduled Items

123 B.S.R 12.78.2 Providing and fixing on wall face unplastidsed PVC (working pressure 4 kgf per sqm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion.

110 mm diameter. metre 40.00 257.5 ₹ 10,300.00

124 B.S.R 17.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid Each 2.00 4230 ₹ 8,460.00

125 B.S.R 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 3.00 4470.9 ₹ 13,412.70

126 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 0.0 0.00 0.0 ₹ 0.00

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern Each 3.00 3723.2 ₹ 11,169.60

127 B.S.R 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia Each 3.00 104.4 ₹ 313.20

128 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Each 3.00 713.3 ₹ 2,139.90

129 B.S.R 18.9.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm nominal outer dia Pipes metre 20.00 205.3 ₹ 4,106.00

130 B.S.R 18.8.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes joining of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I. Concealed work including cutting chases and making good the wall etc. 15 mm nominal outer dia Pipes metre 30.00 278.2 ₹ 8,346.00

131 B.S.R 18.9.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm nominal inner dia Pipes metre 60.00 294.7 ₹ 17,682.00

132 B.S.R 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. per litre 1000.00 9.7 ₹ 9,700.00

133 B.S.R 18.52.1 Providing and fixing C.P. brass stop cock (concealed of standard design and of approved make conforming to IS : 893115 mm nominal bore. Each 5.00 594.8 ₹ 2,974.00

134 B.S.R 19.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe metre 30.00 494.4 ₹ 14,832.00

135 19.2.4 250 mm diameter S.W. pipe metre 15.00 666.5 ₹ 9,997.50

136 B.S.R 19.6.2 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 150 mm dia R.C.C. pipe metre 30.00 410.7 ₹ 12,321.00

138 B.S.R 19.27.1 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 5.00 3743.3 ₹ 18,716.50

139 B.S.R 19.2.4 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 250 mm diameter S.W. pipe Metre 25.00 666.5 ₹ 16,662.50

140 B.S.R 19.29.1 Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 4.00 7186.6 ₹ 28,746.40

141 B.S.R 19.30.1.1 Contructing brick masonry chamber for Underground C.I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455x610 mm internal dimentions, total weight of cover with frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) RCC top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1cement:3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. Inside dimensions 466x610 mm and 45cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 4.00 4266.8 ₹ 17,067.20

142 B.S.R 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with brick and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2.00 33603.4 ₹ 67,206.80

143 B.S.R 19.34.1 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : ₹ 0.00

144 17.70.2 Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms Each 12.00 325.10 ₹ 3,901.20

145 17.73.1 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing not less than 170 gms Each 9.00 397.30 ₹ 3,575.70

146 17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. Each 9.00 430.70 ₹ 3,876.30

147 18.18.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore Each 9.00 348.90 ₹ 3,140.10

148 18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation,refilling the earth or cutting of wall and making good the same complete wherever required : ₹ 0.00

18.47.5 40 mm nominal bore Each 6.00 633.40 ₹ 3,800.40

149 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. Each 8.00 96.80 ₹ 774.40

150 18.12.5 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.. 40 mm dia nominal bore metre 110.00 476.80 ₹ 52,448.00

151 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

18.10.5 40 mm dia nominal bore metre 40.00 589.20 ₹ 23,568.00

Non Scheduled Item

(a) 152 Providing and fixing of Hindware counter wash basin of size 430X130 mm cat no 91069 with C.I Brackets 15 mm C.P brass pillar taps 32 mm C.P Brass waste of standard pattern including painting and bracket cutting and making good the wall (oval Shape) Each 8.00 4500.00 ₹ 36,000.00

(b) Providing and fixing bottle trap (with internal partition) 32mm size with 250 mm & 190mm long wall connection pipes & wall flange Jaquar make, Cat. No. 769 all complete inclusive of taxes and royalty all complete as per companys specification and direction of Engineer-in-charge. Each 8.00 1400.00 ₹ 11,200.00

(c) Providing and fixing C.P. brass pebble bib cock with wall flange bib Tap faucet (wall mount installation type)of Model Parryware G3004A1 or equivalent conforming to IS standards Each 8.00 850.00 ₹ 6,800.00

(d) Providing and fixing mirror of superior glass (of approved quality) and of required shape and size without frame of make st gobein or approved as per E/I with 6 mm thick hard board backing : Rectangular shape sqmt 8.00 1350.00 ₹ 10,800.00

(e) Provding and fixing soil,waste and vent pipes P.V.C. PIPE

DOOR TEE 110 mm dia Each 30.00 320 ₹ 9,600.00

DOOR BEND 110 mm dia Each 30.00 280 ₹ 8,400.00

VENT COWEL 110 mm dia Each 20.00 55 ₹ 1,100.00

PIPE CLIP 110 mm dia Each 20.00 50 ₹ 1,000.00

FLOOR TRAP 110X110 mm dia Each 20.00 380 ₹ 7,600.00

153 Construction of Septic Tank Each 1.00 85000 ₹ 85,000.00

154 Manual Boring Each 1.00 65023 ₹ 65,023.00

AIRCONDITIONING WORK

155 MR 1.5 tone 5 star,5 year comprehensive warrantyinverter split AC 4 in 1 adjustable mode/energy efficient/high ambient cooling cools even at 52*c/anti dust filter with anti- microbial/coopper coil. Nos 6 38130.00 228780.00

156 MR 2 tone 5 star with 5 year comprehensive warranty,Ai powered,5 in 1 convertible cooling 4 way air swing,heavy duty cooling inverter split AC copper coil Nos 4 46213.00 184852.00

Total Amount "F" 413632.00

Furniture Works

157 Table with side unit return Table Size(1500x750x750)mm & Side runner Size (750x400x750jmm. Table made of 25mm thk pre lam particle board with edge banding Table top supported with side panel & fron panel. Kyeboard tray & cpu trolly. Table top with wire manager & interchangable side runner with foed pedestal of 3 drawers. Phenol bond using in Pre-Laminated Particle Board & Edge band thickness will be start from 2mm for Top & Imm for rest parts Our PLPB certified from ISI grade & Termite, Borer & Fungus resistance laminated outside in selected color & inside (Non Visible Part) will be balancing white. 100% European design & texture & 100% Product Consistency, fade resistance lamination best International Technology. The Materials/Organization shall be certified 150-9001, ISO-14001, 150-50001, 180-45001, all ISO Certificates should be Issued from NABCB Accelerated Agency, BIFMA LEVEL 1, BIFMA Membership and BIFMA Compliant product base, Indian Design Mark certified, Trade Mark Certified, GREEN GUARD by UL GREEN PRO, SEFA,, AIOTA, FSC should be issued from SCS Global Services USA, PEFC, GRIHA & IGBC Nos 2 40800 81600

158 High Back Chair - Chair Size (L) 600mm X (D) 660mm X (H) 1,275mm. Back & seat cover cushion chair uphlostered in fabric. Syncro mechenism with |locking system and five star chrome base with nylon casters. Seat & Back |made up of 14mm thick boiling water proof plywood os ISI303. Chair rotates a |full 360 degree in either direction for ease of motion. Standard on every executive with task chair & controls rate and ease with which chair reclines to |different weight and strengths of users. Quick and easy adjustment regulated |height of chair relative to floor. Back reclines at A 2-to-1 ratio to the seat. 5% post consumed recycled content & 30% total recycled content. The Materials/Organization shall be certified ISO-9001, ISO- 14001, ISO-50001, ISO-45001, all ISO Certificates should be Issued from NABCB Accelerated |Agency, BIFMA LEVEL 1, BIFMA Membership and BIFMA Compliant product base , Indian Design Mark certified, Trade Mark Certified, GREEN GUARD by UL, GREEN PRO, SEFA, , AIOTA, FSC should be Issued from Scs Global Nos 2 9800 19600.00

159 Visitor Chair - Chair Size (w)595mm X (D)510mm X(H)875mm. Multi purpose fixed chair, Metal frame, PU Padding on armrest. Cushion upholstery in leatherette with four leg metal legs with matt finish. The Materials/Organization shall be certified ISO-900 1, ISO-14001, ISO-50001. ISO-45001, all ISO Certificates should be Issued from NABCB Accelerated Agency, BIFMA LEVEL 1, BIFMA Membership and BIFMA Compliant product base , Indian Design Mark certified, Trade Mark Certified, GREEN GUARD by UL,GREEN PRO, SEFA, , AIOTA, FSC should be Issued from SCS Global |Services USA, PEFC, GRIHA & IGBC. Nos 4 5900 23600.00

160 |2 Seater Sofa- Sofa Size (W) 1410mm X (D)890mm X (H)87Omm. Arm height 620mm, Seat depth 510mm, Back Height 460mm. Frame used is treated LAmerican pine wood with termite free & borer free. Soft & comfortable lcushion with high density and resilient foam. Frame used is Treated american pine wood & the wood used in sofa has been 8% moisture, this prevents the wood from wrapping and bending. all wood used is termite free and borer free. Foam of sofa comfortable cushion with high density and resilent foam. all apholstry materials used in specially designed. all plywood used in MR lGarde. Color-Black/ Brown.The Product Should be Certified Company BIFMA,ISO-50001,Green Guard, Green PRO, AIOTA, IGBC, AGSI,FSC, Indian Design Mark, ISO14001, 18001 & PEFC. Nos 2 20800 41600.00

161 |CUBICAL WORKSTATION -Cubical Workstation SIZE: 15O0L+ 1500X 60ODX 1200HT. 67mm thk Sliding Tile Based Partition. Single Metal raceway cover at skirting level in Partition. Pin up & white board in partition above the tabletop. Table top made of 25mm thk Prelamin particle board with pvc edges. Tabletop supported with l8mm thk side panel Prelaminated Particle Board with Pvc edge banding side. Pedestal of 400Lx 450Dx725 HT (2 drawer CUBICAL WORKSTATION 5 |+ 1filling). .PVC Keyboard Tray ..Metal CPU Trolley. Our PLPB certified from |ISI grade & Termite, Borer & Fungus resistance laminated outside in selected |color & inside (Non Visible Part) will be balancing white. 100% European (1350+1350X60OA1 design & texture & 100% Product Consistency, fade resistance lamination 200)MM best International Technology . The Materials/ Organization shall be certified |ISO-9001, 1SO-14001, 1SO-50001, ISO-45001, all ISO Certificates should be Issued from NABCB Accelerated Agency, BIFMA LEVEL 1, BIFMA Membership and BIFMA Compliant product base, Indian Design Mark lcertified, Trade Mark Certified, GREEN GUARD by UL,GREEN PRO, SEFA, AIOTA, FSC should be Issued from SCS Global Services USA, PEFC, GRIHA & IGBC. Nos 4 62800 251200.00

162 Medium Back Chair- Medium Back Chair Size (W)585mm X (D)660mm X (H) 1060mm. • High-quality fabric upholstery with high abrasion-resistance and superior tear strength & colourfastness. • Premium high-density virgin |foam for comfortable seating.• High stability chair with no-tip over, clearing drop test of 102kgs.• Adjustable Lumbar Support for superior back support.• DEFINE/MB 7 8 DWS/oo62 70008/HB Pneumatic Height Lift with BIFMA certified Class IV gas lift. • Synchro Single Locking and Tilt tension control for improved mobility.• Highly durable fixed armrests clearing test of 40,000 cycles.• Nylon base with 55mm castors for |increased stability and non-friction movement.The Materials/ Organization shall be certified ISO-9001, ISO- 14001, ISO-5000 1, ISO-45001, all ISO Certificates should be Issued from NABCB Accelerated Agency, BIFMA LEVEL 1, BIFMA Membership and BIFMA Compliant product base , Indian Design Mark certified, Trade Mark Certified, GREEN GUARD by UL,GREEN PRO, |SEFA, , AIOTA, FSC should be Issued from SCs Global Services USA , PEFC, GRIHA & IGBC. Nos 4 8850 35400.00

163 Confrence Table - Conference Table Size (5400x 1200x750) mm. The extendable meeting adds a sense of character to conference rooms. The innovation modular design enables varius configration. An all wood conference table with minimalist look and basic functionality, ideal for meeting room & top comes with 25mm thik pre lam particle board & side panel 18mm thick prelam particle board & 2mm pvc edge banding with modesty given much needed ptimary and close interaction. Phenol bond using in Pre-Laminated Particle Board & Edge band thickness will be start from 2mm for Top & 1lmm for rest parts. Our PLPB certified from ISI grade & Termite, Borer & Fungus resistance laminated outside in selected color & inside (Non Visible Part) will be balancing white. 100% European design & texture & 100% Product Consistency, fade resistance lamination best International Technology. Color-Wenge. The Product Should be Certified Company BIFMA,ISO-50001,Green Guard, Green PRO, „AIOTA, IGBC, AGSI,FSC, Indian Design Mark, ISO14001, 18001 & PEFC. Nos 1 120800 120800.00

164 High Back Chair Chair Size (W)580mm X (DJ670mm X (H) 1255mm. Contemporary Style With A Stately Charm, Bring In The Classy Maestro Office Chair To Suit Your Every Need. Its Classic All-Black Look With Soft Black Fabric Upholstery Makes It An Irresistible Chair. The Deep-Cushioned Back And Seat Conform To The Natural Curvature Of The Spine For Optimum Ergonomnics And Lumbar Support. The Synchro-Single Locking Mechanism Along With The Tilt Tension Control, Lets You Find Your Ergonomic Position With Ease. The Pneumatic Height Adjustment Along With The Adjustable |Headrest And Adjustable Armrest Further Work To Provide Optimum Ergonomic Comfort. A Strong Chrome Base With A 5-Star Cover Supports The |Structure, While The 55Mm Castor Wheels And A 360-Degree Swivel Provide Swift Yet Stable Movement. Get The Maestro Chair And Tackle Your Tasks With Charming Looks And All-Day Support. The Materials/Organization shall be certified ISO-9001, 1SO- 1400 1, IS0-5000 1, ISO-4500 l, all ISO Certificates should be Issued from NABCB Accelerated Agency, BIFMA LEVEL 1, BIFMA Nos 1 14000 14000.00

165 Medium Back Chair Size (W)585mm X (D)660mm X H)10601mm. • High-quality fabric upholstery with high abrasion-resistance and superior tear strength & colourfastness, • Premium high-density virgin foam for comfortable seating. • High stability chair with no-tip over, clearing drop test of 102kgs.• Adjustable Lumbar Support for superior back support.. |Pneumatic Height Lift with BIFMA certified Class IV gas lift.• Synchro Single DEFINE/MB Terms & Conditions. Validity GST Pavment Terms Delivery Period Locking and Tilt tension control for improved mobility.• Highly durable fixed armrests clearing test of 40,000 cycles.• Nylon base with 55mm castors for increased stability and non-friction movement.The Materials/Organization shall be certified ISO-9001, ISO-14001, ISO-50001, IS0-45001, all ISO Certificates should be Issued from NABCB Accelerated Agency, BIFMA LEVEL 1, BIFMA Membership and BIFMA Compliant product base , Indian Design Mark certified, Trade Mark Certified, GREEN GUARD by UL,GREEN PRO, SEFA, , AIOTA, FSC should be Issued from SCS Global Services USA, PEFC, GRIHA & IGBC. Nos 16 8850 141600.00

Furniture Works"G" 729400.00

Total Cost (B+C+D+E+F+G) ₹ 13,898,216.00

ABSTRACT OF COST FOR ROAD & DRAIN WORKS

ROAD TYPE :-- Crossing Drain

Sl No. Item of Work Amount (in Rs)

As Per Estimate

SUB-BASES, BASES & BITUMINOUS #REF!

CEMENT CONCRETE PAVEMENT , , , 0.00

1 MISCELLANEOUS

D2 :-- RCC CAST IN SITU ROAD SIDE DRAIN #REF!

D2 :-- RCC PRE CAST SLAB DRAIN , , , 0.00

D2 :-- RCC CAST IN SITU ROAD SIDE DRAIN #REF!

Crossing :-- RCC PRE CAST SLAB DRAIN ,99,69,79.00

Total #REF! 21,04,30,38.00

ABSTRACT OF QUANTITY & COST

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Total Length of Road :-- 0.000 m = 0.00 m 304.8780488

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 2.3 Clearing and Grubbing Road Land .

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. 12.1

#REF! #REF! #REF!

#REF! #REF! #REF!

SUB-BASES, BASES & BITUMINOUS

1 3.16 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Rolling with Vibratory Roller)

0.00 0.00 cum #REF! #REF!

2 4.2 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Below Paver Block 2 0.00 1.560 0.250 0.00

3 4.12 Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

4 5.1 Prime Coat :- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

5 5.2 Tack Coat :-- 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.

6 5.6 Dense Graded Bituminous Macadam:-- 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 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. 507 complete in all respects.

7 5.7 Semi-Dense Bituminous Concrete:- Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 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. 508 complete in all respects

8 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

9 8.20 Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408

Total 0.00 0.00 m #REF! #REF!

SUB-BASES, BASES & BITUMINOUS Rs. #REF!

CEMENT CONCRETE PAVEMENT

3 6.1 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.

4 6.2 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

5 TEC Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

6 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Same Area as above 0.00

CEMENT CONCRETE PAVEMENT Rs. , , , 0.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Drain & Cover D2 Starting Ending

(CAST IN SITU) B D B D

Total Length of Drain (Cast in Situ & Precast Slab) = 110.130 m (including Both Side) x 1500 0.000

Construction of Cast in Situ Drain (Both Side) 0.000 m B x D

Average 900 x 1600

Average 2440 x 3440

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 12.8 C R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 4.190 0.00

6 12.4 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

7 M R Providing M.S. grating in drain ----all comp. job

At Every 6m Inteval 0.00

Total 0.00 0.00 No. #REF! #REF!

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Drain D2 Starting Ending

(PRE CAST DRAIN) B D B D

Drain Length = 0.000 m B x D

No = 1.00 Say 1.000 No Average 900 x 1600

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 12.38 C Proving R.C.C. M-35 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 1.300 0.00

6 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Total Rs , , , 0.00

Total Precast Drain Total Rs , , , 0.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Drain & Cover D2 Starting Ending

(CAST IN SITU) B D B D

Total Length of Drain (Cast in Situ & Precast Slab) = 0.000 m (Only One Side) x 1500

Construction of Cast in Situ Drain (Both Side) 0.000 m B x D

Average 600 x 450

Average 450 x 1650

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 12.8 C R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 1.950 0.00

7 12.4 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8 M R Providing M.S. grating in drain ----all comp. job

At Every 6m Inteval 0.00

Total 0.00 0.00 No. #REF! #REF!

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Drain Crossing Starting Ending

(PRE CAST DRAIN) B D B D

Drain Length = 45.000 m B x D 2833

No = 1 Say 1.000 No Average 1000 x 1800

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 12.8 C R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 1.400 0.00

6 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Total Rs ,99,69,79.00

Total Precast Drain = Total Rs ,99,69,79.00

Junior Engineer Asstt. Engineer Executive Engineer

Construction of R.C.C. Box Culvert (1 x 2 x 2) in CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA for the Year 2022-23

0.150 Sand Filling

SALIENT DIMENSIONS

Length of Box 12.00 m

Width of Approch 3.50 m

Sl No SOR Item No. Description No Length Width Height / Thickness Total Quantity Rate Amount

1 12.1 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.

Flexible Apron D/S 1 18.590 6.000 1.050 117.12

Flexible Apron U/S 1 18.590 3.000 1.050 58.56

Total Qty 527.69 cum 140.16 73961.00

2 12.3 Providing Sand filling in foundation trenches.

Cutoff Wall D/S 1 6.306 1.850 0.150 1.75

Cutoff Wall U/S 1 6.306 1.500 0.150 1.42

Apron Flooring 2 10.790 5.000 0.150 16.18

Total Qty 32.91 cum 337.92 11121.00

3 12.8 A Providing P.C.C M15 in foundation

Cutoff Wall form MOST Dwg SD/111 page 37 6.40

Apron Flooring form MOST Dwg SD/111 page 37 11.40

Below Approch Slab 2 12.000 3.500 0.150 12.60

4 13.5 B Providing PCC M-20 in

Wing wall & Return Wall form MOST Dwg SD/113 PAGE 45 99.80

Cutoff Wall form MOST Dwg SD/111 page 37 42.70

5 13.5 B Providing RCC M-20

For Box Culvert form MOST Dwg SD/108 page 11 94.00

6 14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

7 14.2 Providing HYSD reinforcement

For Box Culvert form MOST Dwg SD/108 page 11 5.685

8 14.6 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.

Parapet 2 9.600 19.200

9 14.9 Drainage Spouts complete as per drawing and Technical specification (SOR Item No 14.9)

10 15.5 Providing Filter Media

72.60 cum #REF! #REF!

11 15.1 Providing and laying Pitching on Aprons laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

For Flexible Pavement form MOST Dwg SD/111 page 37 85.60

For Apron form MOST Dwg SD/111 page 37 11.40

97.00 cum #REF! #REF!

12 14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

13 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

14 13.8 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 foce. Complete as per drawing and Technical Specifications

Junior Engineer Asstt. Engineer Executive Engineer

Name:-- CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

0.500 Abutment Wing Wall

Lowest Bed Level b4 0.10 m B2 2.45 m 2.450

SECTION OF ABUTMENT SECTION OF RETURN WALL

Construction of R.C.C. Culvert (2m x 1.5m )

Sl No SOR Item No. Description No Length Width Height / Thickness Total Quantity Rate Amount

1 12.1 Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:--Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Return Wall 4 3.000 2.650 31.80

4 12.8 A P.C.C M15 in foundation :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

5 13.5 B P.C.C M 20 in Sub Structure :-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Coping over Return Wall 4 3.000 0.500 0.150 0.90

6 14.1 RCC M-25:-- Plain/Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications.

7 14.10 DLC :-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

8 14.1 RCC M-25:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

7 14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Deck slab 7.49 m3@ 0.09 t/m3 0.67

Parapet 2.88 m3@ 0.06 t/m3 0.17

Approach slab 0 m3@ 0.06 t/m3 0.00

8 13.8 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 foce. Complete as per drawing and Technical Specifications

9 13.10 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.

10 14.4 RCC M30 in Wearing coat (including reinforcement) :--Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

11 14.18 (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12 Providing tarfelt in proper layer between bed plate and deck slab

13 15.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

14.04 Cum #REF! #REF!

14 15.4 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

83.52 Cum #REF! #REF!

15 15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

41.76 Cum #REF! #REF!

13 3.16 (i) Providing E/W in Filling in Road Embankment.:-- 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 30

14 4.2 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-I)

Junior Engineer Asstt. Engineer Executive Engineer

Name:-- CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

0.500 Abutment Wing Wall

Lowest Bed Level b4 0.10 m B2 2.63 m 2.630

SECTION OF ABUTMENT SECTION OF RETURN WALL

Construction of R.C.C. Culvert (3m x 2m )

Sl No SOR Item No. Description No Length Width Height / Thickness Total Quantity Rate Amount

1 12.1 Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:--Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Return Wall 4 3.000 2.830 33.96

4 12.8 A P.C.C M15 in foundation :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

5 13.5 B P.C.C M 20 in Sub Structure :-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Coping over Return Wall 4 3.000 0.500 0.150 0.90

6 14.1 RCC M-25:-- Plain/Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications.

7 14.10 DLC :-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

8 14.1 RCC M-25:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

7 14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Deck slab 19.44 m3@ 0.09 t/m3 1.75

Parapet 3.24 m3@ 0.06 t/m3 0.19

Approach slab 0 m3@ 0.06 t/m3 0.00

8 13.8 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 foce. Complete as per drawing and Technical Specifications

9 13.10 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.

10 14.4 RCC M30 in Wearing coat (including reinforcement) :--Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

11 14.18 (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12 Providing tarfelt in proper layer between bed plate and deck slab

13 15.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

19.44 Cum #REF! #REF!

14 15.4 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

117.60 Cum #REF! #REF!

15 15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

58.80 Cum #REF! #REF!

16 3.16 (i) Providing E/W in Filling in Road Embankment.:-- 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 30

17 4.2 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-I)

Junior Engineer Asstt. Engineer Executive Engineer

Name:-- CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

0.500 Abutment Wing Wall

Lowest Bed Level b4 0.10 m B2 2.70 m 2.700

SECTION OF ABUTMENT SECTION OF RETURN WALL

Construction of R.C.C. Culvert (6m x 2m )

Sl No SOR Item No. Description No Length Width Height / Thickness Total Quantity Rate Amount

1 12.1 Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:--Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Return Wall 4 3.000 2.900 34.80

4 12.8 A P.C.C M15 in foundation :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

5 13.5 B P.C.C M 20 in Sub Structure :-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Coping over Return Wall 4 3.000 0.500 0.150 0.90

6 14.1 RCC M-25:-- Plain/Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications.

7 14.10 DLC :-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

8 14.1 RCC M-25:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

7 14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Deck slab 35.64 m3@ 0.09 t/m3 3.21

Parapet 4.32 m3@ 0.06 t/m3 0.26

Approach slab 0 m3@ 0.06 t/m3 0.00

8 13.8 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 foce. Complete as per drawing and Technical Specifications

9 13.10 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.

10 14.4 RCC M30 in Wearing coat (including reinforcement) :--Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

11 14.18 (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12 Providing tarfelt in proper layer between bed plate and deck slab

13 15.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

35.64 Cum #REF! #REF!

14 15.4 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

117.60 Cum #REF! #REF!

15 15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

58.80 Cum #REF! #REF!

16 3.16 (i) Providing E/W in Filling in Road Embankment.:-- 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 30

17 4.2 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-I)

Junior Engineer Asstt. Engineer Executive Engineer

0 to 760 1520 Both

Total Length taken 0.00 m 1.00 m 0.100 Sand

Abstract of Quantity & Cost for Repair & Risaning of Drain Wall

Sl No SOR Item No. Description No Length Width Height / Thickness Sub Quantity Total Quantity Rate Amount

1 12.5 Brick masonary in 1:3 cement mortar:-- Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Total Brick masonary in CM 1:4 Qty 0.00 cum 7114.99 0.00

2 13.3 Plastering with cement mortar (1:3) 12mm Thick:-- Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Total Plastering with CM 1:3 Qty 0.00 Sqm 168.77 0.00

Total Cost Rs , , , 0.00

Abstract of Quantity & Cost for Construction of Drain Cover

1 13.5 B Providing R.C.C. M-20 as cover slab:-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Total RCC M20 Qty 0.15 cum 9040.25 1356.00

2 14.2 Providing HYSD Bars :-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Steel Reinforcedment @ 90kg.Per cum of Reinforce concrete of slab cover

Total Cost of One No Cover Rs 2750.00

Cost of 0 No Drain Cover Size ( 1m x 1.00m ) Rs. = 0 No 0.00

Total Cost of 0m Drain & 0 No of Cover Rs , , , 0.00

Junior Engineer Asstt. Engineer Executive Engineer

ABSTRACT OF COST FOR ROAD & DRAIN WORKS

DRAIN (D4 & CROSS DRAIN)

Sl No. Item of Work Amount (in Rs)

As Per Estimate

SUB-BASES, BASES & BITUMINOUS #REF!

CEMENT CONCRETE PAVEMENT , , , 0.00

1 MISCELLANEOUS

D3 :-- RCC CAST IN SITU ROAD SIDE DRAIN #REF!

D4 :-- RCC PRE CAST DRAIN #REF!

D2 :-- RCC CAST IN SITU ROAD SIDE DRAIN #REF!

D2 :-- RCC PRE CAST SLAB DRAIN , , , 0.00

Total #REF! 21,04,30,38.00

ABSTRACT OF QUANTITY & COST

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Total Length of Road :-- 0.000 m = 0.00 m 304.8780488

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 2.3 Clearing and Grubbing Road Land .

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. 12.1

#REF! #REF! #REF!

#REF! #REF! #REF!

SUB-BASES, BASES & BITUMINOUS

1 3.16 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Rolling with Vibratory Roller)

0.00 0.00 cum #REF! #REF!

2 4.2 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Below Paver Block 0 0.00 2.950 0.250 0.00

3 4.12 Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

4 5.1 Prime Coat :- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

5 5.2 Tack Coat :-- 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.

6 5.6 Dense Graded Bituminous Macadam:-- 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 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. 507 complete in all respects.

7 5.7 Semi-Dense Bituminous Concrete:- Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 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. 508 complete in all respects

8 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Total 0.00 0.00 m #REF! #REF!

SUB-BASES, BASES & BITUMINOUS Rs. #REF!

CEMENT CONCRETE PAVEMENT

3 6.1 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.

4 6.2 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

5 TEC Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

6 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Same Area as above 0.00

CEMENT CONCRETE PAVEMENT Rs. , , , 0.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Drain & Cover D3 Starting Ending

(CAST IN SITU) B D B D

Total Length of Drain (Cast in Situ & Precast Slab) = 0.000 m (Only One Side) x 1500 0.000

Construction of Cast in Situ Drain (Both Side) 0.000 m B x D

Average 1000 x 600

Average 1200 x 1200

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 12.8 C R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 3.100 0.00

6 12.4 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

7 M R Providing M.S. grating in drain ----all comp. job

At Every 6m Inteval 0.00

Total 0.00 0.00 No. #REF! #REF!

At Every 9m Inteval 2 0.00 / 9 0.00

Total 0.00 0.00 m #REF! #REF!

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Drain D4 Starting Ending

(PRE CAST ) B D B D

Total Length of Drain (Pre Casted & Precast Slab) = 750 x 950.00 750 x 1500

Drain Length = 0.000 m B x D

No = 0 Say 1.000 No Average 1200 x 2000

Average 1200 x 1200

Cross Drain = 0 m

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

Cross Drain 1 0.00 2.000 2.750 0

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Cross Drain 1 0.00 2.000 0.150 0

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Cross Drain 1 0.00 2.000 0.00

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Cross Drain 1 0.00 2.000 0.075 0

5 12.8 F Proving R.C.C. M-35 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 1.700 0.00

6 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

At Every 9m Inteval 0 0.00 / 9 0.00

Total 0.00 0.00 m #REF! #REF!

Total Precast Slab Drain 1 No Total Rs #REF!

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Drain & Cover D2 Starting Ending

(CAST IN SITU) B D B D

Total Length of Drain (Cast in Situ & Precast Slab) = 0.000 m (Only One Side) x 1500

Construction of Cast in Situ Drain (Both Side) 0.000 m B x D

Average 600 x 450

Average 450 x 1650

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 12.8 C R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 1.950 0.00

7 12.4 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8 M R Providing M.S. grating in drain ----all comp. job

At Every 6m Inteval 0.00

Total 0.00 0.00 No. #REF! #REF!

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Cover Drain D2 Starting Ending

(PRE CAST SLAB) B D B D

Drain Length = 0.900 m B x D

No = 0 Say 0.000 No Average 600 x 450

Average 450 x 1650

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 12.8 C R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.90 1.950 1.76

7 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Total Rs , 3,78,99.00

Total Precast Slab Drain 0 No Total Rs , , , 0.00

Junior Engineer Asstt. Engineer Executive Engineer

ABSTRACT OF COST FOR ROAD & DRAIN WORKS

ROAD TYPE :-- Outer Road East Side

Sl No. Item of Work Amount (in Rs)

As Per Estimate

SUB-BASES, BASES & BITUMINOUS #REF!

CEMENT CONCRETE PAVEMENT , , , 0.00

2 MISCELLANEOUS

D2 :-- RCC CAST IN SITU ROAD SIDE DRAIN #REF!

D2 :-- RCC PRE CAST SLAB DRAIN , , , 0.00

ABSTRACT OF QUANTITY & COST

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Total Length of Road :-- 0.00 m 304.8780488

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 2.3 Clearing and Grubbing Road Land .

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

#REF! #REF! #REF!

#REF! #REF! #REF!

SUB-BASES, BASES & BITUMINOUS

1 3.16 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Rolling with Vibratory Roller)

0.00 0.00 cum #REF! #REF!

2 4.2 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

3 4.12 Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

4 5.1 Prime Coat :- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

5 5.2 Tack Coat :-- 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.

6 5.6 Dense Graded Bituminous Macadam:-- 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 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. 507 complete in all respects.

6 5.11 Mix Seal Surface :- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

SUB-BASES, BASES & BITUMINOUS Rs. #REF!

CEMENT CONCRETE PAVEMENT

3 6.1 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.

4 6.2 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

5 TEC Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

6 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Same Area as above 0.00

CEMENT CONCRETE PAVEMENT Rs. , , , 0.00 #REF!

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Drain & Cover D2 Starting Ending

(CAST IN SITU) B D B D

Total Length of Drain (Cast in Situ & Precast Slab) = 0.000 m (Only One Side) x 1500

Construction of Cast in Situ Drain (Both Side) 0.000 m B x D

Average 600 x 450

Average 450 x 1650

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 12.8 C Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 1.950 0.00

7 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8 M R Providing M.S. grating in drain ----all comp. job

At Every 6m Inteval 0.00

Total 0.00 0.00 No. #REF! #REF!

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Cover Drain D2 Starting Ending

(PRE CAST SLAB) B D B D

Drain Length = 0.900 m B x D

No = 0 Say 0.000 No Average 600 x 450

Average 450 x 1650

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 12.8 C Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.90 1.950 1.76

7 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Total Rs , 3,96,18.00

Total Precast Slab Drain 0 No Total Rs , , , 0.00

Junior Engineer Asstt. Engineer Executive Engineer

#REF! 0.00 0 m Both Side

0.00 0.00 0 m Both Side 0.500 m

0.00 0.00 - 0 m Both Side 0.750 m

0.00 0.00 - 0 m Both Side 1.025 m

Total Length taken 0.00 m 1.00 m 0.100 Sand

Abstract of Quantity & Cost for Construction of Drain

Sl No SOR Item No. Description No Length Width Height / Thickness Sub Quantity Total Quantity Rate Amount

1 12.1 Earth work in excavation of foundation trenches :-- 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.

Total Qty 0.00 cum 140.16 0.00

2 12.3 Sand Filling in Foundation :-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Total 0.00 cum 337.92 0.00

3 13.5 B Providing PCC M-20 :-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Total P.C.C grade M-20 Qty 0.00 cum 9040.25 0.00

4 12.3 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

3 MOST SOR Brick Flat Soling in Foundation & Flooring :-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Total 0.00 sqm 287.00 0.00

4 13.5 B Providing PCC M-20 :-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Total P.C.C grade M-20 Qty 0.00 cum 9040.25 0.00

5 12.5 Brick masonary in 1:4 cement mortar:-- Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Total Brick masonary in CM 1:4 Qty 168.75 cum 7114.99 1200655.00

6 13.3 Plastering with cement mortar (1:3) 12mm Thick:-- Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Total Plastering with CM 1:3 Qty 900.00 Sqm 168.77 151893.00

Total Cost Rs 26,60,76,62.00

Abstract of Quantity & Cost for Construction of Drain Cover

1 13.5 B Providing R.C.C. M-20 as cover slab:-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Total RCC M20 Qty 98.44 cum 9040.25 889900.00

2 14.2 Providing HYSD Bars :-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Steel Reinforcedment @ 90kg.Per cum of Reinforce concrete of slab cover

Total Cost of One No Cover Rs , , , 0.00

Cost of 0 No Drain Cover Size ( 1m x 1.00m ) Rs. = 0 No/m , , , 0.00

Junior Engineer Asstt. Engineer Executive Engineer

ABSTRACT OF COST FOR ROAD & DRAIN WORKS

ROAD TYPE :-- Road No-3

Sl No. Item of Work Amount (in Rs)

As Per Estimate

EARTH WORK AND EROSION CONTROL , , , 0.00

SUB-BASES, BASES , , , 0.00

CEMENT CONCRETE PAVEMENT , , , 0.00

2 MISCELLANEOUS

RCC ROAD SIDE DRAIN , , , 0.00

Total , , , 0.00

ABSTRACT OF QUANTITY & COST

Based on RCD SOR 01/04/2014

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Total Length of Road :-- 420.00 m 533.5365854

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

EARTH WORK AND EROSION CONTROL

1 2.3 Clearing and Grubbing Road Land .

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

2 3.16 Construction of Embankment with Material obtained from Borrow pits

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 Roller)

Subgrade and Earthen Shoulders , , , 0.00

3 3.18 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 2.134146341

Brick Soling 1 0.00 0.125 , , , 0.00

E/W Excavation Qty from Drain -1398.6

EARTH WORK AND EROSION CONTROL Rs. , , , 0.00

#REF! #REF! #REF!

#REF! #REF! #REF!

SUB-BASES, BASES

4 4.2 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

SUB-BASES, BASES Rs. , , , 0.00

CEMENT CONCRETE PAVEMENT

5 6.1 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.

6 6.2 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

7 TEC Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

8 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Same Area as above 0.00

CEMENT CONCRETE PAVEMENT Rs. , , , 0.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Cover Drain D5 Starting Ending

For Road Side Drain B D B D

Average 1200 x 1000

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.8 A P.C.C grade M-15 Nominal mix 1:2:4:-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

5 12.8 C Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

7 M R Providing M.S. grating in drain ----all comp. job

At Every 6m Inteval 70.00

Total Rs 7,49,25,81.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Cover Drain D6 Starting Ending

For Road Side Drain B D B D

Average 1500 x 1200

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.8 A P.C.C grade M-15 Nominal mix 1:2:4:-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

5 12.8 C Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

7 M R Providing M.S. grating in drain ----all comp. job

At Every 6m Inteval 64.00

Total Rs 8,08,19,78.00

Junior Engineer Asstt. Engineer Executive Engineer

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

ABSTRACT OF COST FOR ROAD & DRAIN WORKS

ROAD TYPE :-- Road No-4

Sl No. Item of Work Amount (in Rs)

As Per Estimate

EARTH WORK AND EROSION CONTROL , , , 0.00

SUB-BASES, BASES , , , 0.00

CEMENT CONCRETE PAVEMENT , , , 0.00

2 MISCELLANEOUS

RCC ROAD SIDE DRAIN (BOTH SIDE) , , , 0.00

RCC ROAD CROSS DRAIN , , , 0.00

RCC ROAD SIDE DRAIN EXTRA , , , 0.00

Total , , , 0.00

ABSTRACT OF QUANTITY & COST

Based on RCD SOR 01/04/2014

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Total Length of Road :-- 0.00 m 274.3902439

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

EARTH WORK AND EROSION CONTROL

1 2.3 Clearing and Grubbing Road Land .

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

2 3.16 Construction of Embankment with Material obtained from Borrow pits

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 Roller)

Subgrade and Earthen Shoulders , , , 0.00

3 3.18 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 2.134146341

Brick Soling 1 0.00 0.125 , , , 0.00

E/W Excavation Qty from Drain , , , 0.00

EARTH WORK AND EROSION CONTROL Rs. , , , 0.00

#REF! #REF! #REF!

#REF! #REF! #REF!

SUB-BASES, BASES

4 4.2 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

SUB-BASES, BASES Rs. , , , 0.00

CEMENT CONCRETE PAVEMENT

5 6.1 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.

6 6.2 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

7 TEC Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

8 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Same Area as above 0.00

CEMENT CONCRETE PAVEMENT Rs. , , , 0.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Cover Drain D3 Starting Ending

For Road Side Drain B D B D

Both Side 0.00 m = 0.000 m

Average 750 x 1225

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.8 A P.C.C grade M-15 Nominal mix 1:2:4:-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

5 12.8 C Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

7 M R Providing M.S. grating in drain ----all comp. job

At Every 6m Inteval 0.00

Total Rs , , , 0.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Cover Drain Starting Ending

For Road Crossing B D B D

Average 750 x 1225

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.8 A P.C.C grade M-15 Nominal mix 1:2:4:-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

5 12.8 C Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Total Rs , , , 0.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Cover Drain D4 Starting Ending

For Road Side Drain Extra B D B D

Average 900 x 1475

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.8 A P.C.C grade M-15 Nominal mix 1:2:4:-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

5 12.8 C Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

7 M R Providing M.S. grating in drain ----all comp. job

At Every 6m Inteval 0.00

Total Rs , , , 0.00

Junior Engineer Asstt. Engineer Executive Engineer

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

ABSTRACT OF COST FOR ROAD & DRAIN WORKS

ROAD TYPE :-- 7 m Width

Sl No. Item of Work Amount (in Rs)

As Per Estimate

CLEARING AND GRUBBING ROAD & DISMANTLING OF C.C. PAVEMENT , , , 0.00

SUB-BASES, BASES & BITUMINOUS 19,32,97,70.00

2 MISCELLANEOUS

D2 :-- RCC CAST IN SITU ROAD SIDE DRAIN , , , 0.00

D2 :-- RCC PRE CAST SLAB DRAIN , , , 0.00

ABSTRACT OF QUANTITY & COST

Based on RCD SOR 01/04/2021 1198

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

ROAD TYPE :-- 7 m Width

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Amount (Rs.) 548.093

CLEARING AND GRUBBING ROAD & DISMANTLING OF C.C. PAVEMENT 159.528

1 2.3 Clearing and Grubbing Road Land . 423.716

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. CLEARING AND GRUBBING ROAD LAND . 235.393

0 1000.00 7.620 0.00 DISMANTLING OF CEMENT CONCRETE PAVEMENT 379.636 2396.722

2 2.6 Dismantling of Cement Concrete Pavement 32.35

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately 16.175

CLEARING AND GRUBBING ROAD & DISMANTLING OF C.C. PAVEMENT Rs. , , , 0.00

#REF! #REF! #REF!

#REF! #REF! #REF!

SUB-BASES, BASES & BITUMINOUS

1 3.16 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Rolling with Vibratory Roller)

2 3.18 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 2.134146341

3 4.2 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Below Paver Block 1 1000.00 4.700 0.250 1175.00

4 4.12 Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5 5.1 Prime Coat :- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

6 5.2 Tack Coat :-- 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.

7 5.6 Dense Graded Bituminous Macadam:-- 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 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. 507 complete in all respects.

8 5.05 B Bituminous concrete Grading -II Providing and laying bituminous Concrete with higher capacity batch type Hot Mix Plant using crushed aggregates of specified grading premixed with bitumius binder @ 5.4 % 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 respect.

9 11.79.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 80mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath,parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern.

10 8.20 Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408

SUB-BASES, BASES & BITUMINOUS Rs. 19,32,97,70.00

CEMENT CONCRETE PAVEMENT

4 6.1 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.

5 6.2 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

6 TEC Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

7 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Same Area as above 0.00

CEMENT CONCRETE PAVEMENT Rs. , , , 0.00 19329770.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Drain & Cover D2 Starting Ending

(CAST IN SITU) B D B D

Total Length of Drain (Cast in Situ & Precast Slab) = 0.00 m (including Both Side)

Construction of Cast in Situ Drain (Both Side) 0.00 m B x D

Average 1000 x 600

Average 2440 x 2440

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Total Quantity Rate (Rs.) Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 12.8 C R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 4.340 0.00

6 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

7 M R Providing M.S. grating in drain ----all comp. job

At Every 6m Inteval 0.00

8 8.29 Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

At Every 9m Inteval 4 0.00 / 9 0.00

Total Rs , , , 0.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Rectangular RCC Cover Drain Starting Ending

(PRE CASTED ) D3 B D B D

Drain Length B x D

0.000 D3 Average 1200 x 2000

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 15.11 H Plain /Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications. (RCC Grade M35)

6 15.12. D Plain/ Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specification (RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump )

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 1.400 0.00

7 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8 8.29 Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

At Every 9m Inteval 1 0.00 / 9.0 0.00

Total Rs , , , 0.00

Drain Length B x D 2550

No = 1.000 Say 1.00 0.000 D2 Average 0 x 1800

600.000 D4 Average 1000 x 1600

Sr No SOR Item No. Description No Length (M) Width (M) Thickness (M) Sub Quantity Amount (Rs.)

1 12.1 Earth work in excavation in foundation:-- 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.

2 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 TEC Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

4 12.4 PCC 1:3:6 in Foundation:-- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

5 15.11 H Plain /Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications. (RCC Grade M35)

6 15.12. D Plain/ Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specification (RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump )

6 11.19 Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Light shade using white cement 0.00 1.500 0.00

7 12.40 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8 8.29 Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

At Every 9m Inteval 1 600.00 / 9 67.00

Total Rs 9,76,07,58.00

Total Precast Slab Drain 1 No Total Rs , , , 0.00

Junior Engineer Asstt. Engineer Executive Engineer

Qty Calculation of Road & Drain

SOR Iteam No Material Unit Qty of Road No-1 with Drain D1 Qty of DRAIN D2,D3 Total Road Qty No-1,2,3 & 4 With Drain

Road No-1 & 4 D1 D1 Pre Cast Road No-2 & 3 D3 D2 Pre Cast D2 D3 Pre Cast

4.2 GSB Cum #REF! 0.00 #REF!

4.9 WMM Cum #REF! 0.00 #REF!

5.2 Prime Coat Sqm #REF! 0.00 #REF!

5.3 Tack Coat Sqm #REF! 0.00 #REF!

5.6 DBM Cum #REF! 0.00 #REF!

5.7 SDBC Cum #REF! 0.00 #REF!

12.3 Local Sand Cum #REF! #REF! 0.00 0.00 0.00 11.48 #REF!

TEC BFS Sqm #REF! #REF! 0.00 0.00 0.00 76.50 #REF!

12.4 HYSD Bar MT #REF! #REF! 0.00 0.00 0.00 5.78 #REF!

SOR Iteam No Material Unit Qty Drain D4 & CROSS DRAIN Qty of Road No-6 with Drain Total Road Qty No-5 & 6 With Drain

Road No-5 D3 D4 & CROSS Pre Cast D2 D2 Pre Cast Road No-6 D2 D2 Pre Cast

5.2 Prime Coat Sqm 0.00 0.00 0.00

5.3 Tack Coat Sqm 0.00 0.00 0.00

SOR Iteam No Material Unit Total Road Qty No-1,2,3 & 4 With Drain Total Road Qty No-5 & 6 With Drain Total Road Qty With Drain

4.2 GSB Cum #REF! 0.00 #REF!

4.9 WMM Cum #REF! 0.00 #REF!

5.2 Prime Coat Sqm #REF! 0.00 #REF!

5.3 Tack Coat Sqm #REF! 0.00 #REF!

5.6 DBM Cum #REF! 0.00 #REF!

5.7 SDBC Cum #REF! 0.00 #REF!

12.3 Local Sand Cum #REF! 0.00 #REF!

TEC BFS Sqm #REF! 0.00 #REF!

12.4 PCC 1:3:6 Cum #REF! 0.00 #REF!

12.8 C RCC M20 Cum #REF! 0.00 #REF!

12.4 HYSD Bar MT #REF! 0.00 #REF!

SUMMARY OF 5 YEARS MAINTENANCE COST

NAME OF ROAD:- Construction of Flexible Pavement ,Pre-Cast RCC Drain and Solar Street Light at IA Murliganj

Particulars Amount in Rs.

1st Year Maintenance cost ,19,25,60.00 1 % LC & 12 % GST

2nd Year Maintenance cost ,23,28,83.00

3rd Year Maintenance cost ,35,44,75.00

4th Year Maintenance cost ,43,44,42.00 7.33

5th Year Maintenance cost ,51,44,61.00

Total Cost of 5 years Maintenance 1,72,88,21.00 0.8796

ESTIMATE FOR 5 YEARS MAINTENANCE WORKS

Multiplying factor for 15-45 CVPD 1.25

For more than 45 CVPD 1.5 1.25

Reference Operation Manual Annexure 14.4 and Engineer in chief letter no.2498 dated 20.11.2007

Total Length Of Road = 1000 m

Length Of the Flexible Pavement = 1000 m

Length Of the Regid Pavement = 0 m

Width Of the Road (Br) = 7 m

Width Of the Shoulder (Bs) = 1.5 m

No. Of Hume Pipe Culvert = 0 Nos

No. Of Slab Culvert = 0 Nos

Length of Drain= 600.0 m

Multiplying Factor for Commercial Vehicle 15 to 45 per days = 1.25 {ref. – Annexure 14.4 operation Manual from Rural Road}

Sl. No. SOR No. Description of Items Unit % Taken Yearly Estimated Qty. Rate (Rs.) Amount (Rs.)

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 6.0% 67.50 1602.66 ,10,81,80.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 10.0% 375.00 223.55 , 8,38,31.00

3 15.5 Repair of Pot holes filled with 75 mm WMM X 1.25 Sqm 0.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Cum 0.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Cum 0.0% 0.00 10412.00 , , , 0.00

6 15.6 Maintenance of Earthen Drains M - 600.00 , , , 0.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 10.0% 0.10 1213.69 , , 1,21.00

10 15.11 Maintenance of 200 m and km stones Km 12.0% 0.12 697.82 , , ,84.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 2.00 127.08 , , 2,54.00

(ii) Cutting of shrubs from roadway No. - 10.00 7.81 , , ,78.00

(iii) Trimming of grass and weeds Sqm 18.0% 4.50 2.60 , , ,12.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For First Year Maintenance Work Rs. ,19,25,60.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 7.2% 81.00 1602.66 ,12,98,15.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 12.0% 450.00 223.55 ,10,05,98.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 0.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 0.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 0.0% 0.00 10412.00 , , , 0.00

4 15.6 Maintenance of Earthen Drains M - 600.00 3.12 , ,18,72.00

5 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

6 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

7 15.9 Maintenance of Road signs Km 12.0% 0.12 1213.69 , , 1,46.00

8 15.11 Maintenance of 200 m and km stones Km 15.0% 0.15 697.82 , , 1,05.00

9 15.12 (I)Cutting of branches of trees and shrubs No. - 2.00 127.08 , , 2,54.00

(ii) Cutting of shrubs from roadway No. - 10.00 7.81 , , ,78.00

(iii) Trimming of grass and weeds Sqm 22.5% 5.63 2.60 , , ,15.00

10 Maintenance of Already Planted Trees for Second Year No. 0.00 647.00 , , , 0.00

10 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Second Year Maintenance Work Rs. ,23,28,83.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 8.4% 94.50 1602.66 ,15,14,51.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 14.0% 525.00 223.55 ,11,73,64.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 1.0% 87.50 116.67 , 1,02,09.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.0% 4.38 11462.30 , 5,01,48.00 28.969

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.0% 2.19 10412.00 , 2,27,76.00 36.2109

6 15.6 Maintenance of Earthen Drains M - 600.00 3.12 , ,18,72.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 15.0% 0.15 1213.69 , , 1,82.00

10 15.11 Maintenance of 200 m and km stones Km 18.0% 0.18 697.82 , , 1,26.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 2.00 127.08 , , 2,54.00

(ii) Cutting of shrubs from roadway No. - 10.00 7.81 , , ,78.00

(iii) Trimming of grass and weeds Sqm 22.5% 5.63 2.60 , , ,15.00

12 Maintenance of Already Planted Trees for Third Year No. 0.00 554.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Third Year Maintenance Work Rs. ,35,44,75.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 9.6% 108.00 1602.66 ,17,30,87.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 16.0% 600.00 223.55 ,13,41,30.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 1.5% 131.25 116.67 , 1,53,13.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.5% 6.56 11462.30 , 7,52,21.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.5% 3.28 10412.00 , 3,41,64.00

5 15.6 Maintenance of Earthen Drains M - 600.00 3.12 , ,18,72.00

6 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

7 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

8 15.9 Maintenance of Road signs Km 15.0% 0.15 1213.69 , , 1,82.00

9 15.11 Maintenance of 200 m and km stones Km 18.0% 0.18 697.82 , , 1,26.00

10 15.12 (I)Cutting of branches of trees and shrubs No. - 2.00 127.08 , , 2,54.00

(ii) Cutting of shrubs from roadway No. - 10.00 7.81 , , ,78.00

(iii) Trimming of grass and weeds Sqm 22.5% 5.63 2.60 , , ,15.00

11 Maintenance of Already Planted Trees for Fourth Year No. 0.00 492.00 , , , 0.00

11 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Forth Year Maintenance Work Rs. ,43,44,42.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 10.8% 121.50 1602.66 ,19,47,23.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 18.0% 675.00 223.55 ,15,08,96.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 2.0% 175.00 116.67 , 2,04,17.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 2.0% 8.75 11462.30 ,10,02,95.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 2.0% 4.38 10412.00 , 4,55,53.00

6 15.6 Maintenance of Earthen Drains M - 600.00 3.12 , ,18,72.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 15.0% 0.15 1213.69 , , 1,82.00

10 15.11 Maintenance of 200 m and km stones Km 24.0% 0.24 697.82 , , 1,67.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 2.00 127.08 , , 2,54.00

(ii) Cutting of shrubs from roadway No. - 10.00 7.81 , , ,78.00

(iii) Trimming of grass and weeds Sqm 37.5% 9.38 2.60 , , ,24.00

12 Maintenance of Already Planted Trees for Fifth Year No. 0.00 492.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Fifth Year Maintenance Work Rs. ,51,44,61.00

Qty Calculation of Road & Drain

SOR Iteam No Material Unit Total Road Qty With Drain GSB Coarse Sand Aggregate Bitumen/Emulsion Cement Steel Local Sand Brick

Factor Qty in Cum Factor Qty in Cum Factor Qty in Cum Factor Qty in mt Factor Qty in mt Factor Qty in mt Factor Qty in Cum Factor Qty in Nos

5.2 Prime Coat Sqm 7,000.00 0.00060 4.20 Emulsion

12.3 Local Sand Cum 162.00 1.200 194.40

15.12 D RCC Grade M35 using batching plant Cum 687.00 0.45 121.50 0.90 243.00 0.344 92.88

Sl No Material Unit Qty QUARRY Distance Carriage Amount Total Amount

3 Aggregate Cum , ,13,69.50 Jamalpur 192.00 3,796.24 5,19,89,51.00

4 Bitumen/Emulsion MT , , ,68.67 Barauni 114.00 1,583.80 ,10,87,60.00

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

From : Jamalpur

Stone Dust Coarse Sand

From : Jamalpur From : Quil

Lead : 220.00 Km Lead : 148 Km

Cement & Steel WORK SITE Stone Boulder

From : Local CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA From : Jamalpur

Lead : 5 Km Lead : 220 Km

Stone Aggregate / Chips Emulsion

From : Jamalpur From : Barauni

Lead : 192 Km Lead : 114 Km

* Subjected to Verification of Lead

Junior Engineer Asstt. Engineer Executive Engineer

SUMMARY OF 5 YEARS MAINTENANCE COST

NAME OF ROAD:- #REF!

DRAIN (D4 & CROSS DRAIN) 0.000 Km

Particulars Amount in Rs.

1st Year Maintenance cost , , , 0.00 1 % LC & 12 % GST

2nd Year Maintenance cost , , 3,44.00

3rd Year Maintenance cost , , 3,44.00

4th Year Maintenance cost , , 3,44.00 7.33

5th Year Maintenance cost , , 3,44.00

Total Cost of 5 years Maintenance , , , 0.00 0.8796

ESTIMATE FOR 5 YEARS MAINTENANCE WORKS

Multiplying factor for 15-45 CVPD 1.25

For more than 45 CVPD 1.5 1.25

Reference Operation Manual Annexure 14.4 and Engineer in chief letter no.2498 dated 20.11.2007

Total Length Of Road = 0 m

Length Of the Flexible Pavement = 0 m

Length Of the Regid Pavement = 0 m

Width Of the Road (Br) = 7 m

Width Of the Shoulder (Bs) = 0.6 m

No. Of Hume Pipe Culvert = 0 Nos

No. Of Slab Culvert = 0 Nos

Length of Drain= 110.13 m

Multiplying Factor for Commercial Vehicle 15 to 45 per days = 1.25 {ref. – Annexure 14.4 operation Manual from Rural Road}

Sl. No. SOR No. Description of Items Unit % Taken Yearly Estimated Qty. Rate (Rs.) Amount (Rs.)

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 6.0% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 10.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WMM X 1.25 Sqm 0.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Cum 0.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Cum 0.0% 0.00 10412.00 , , , 0.00

6 15.6 Maintenance of Earthen Drains M - 110.13 , , , 0.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 10.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 12.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 18.0% 0.00 2.60 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For First Year Maintenance Work Rs. , , , 0.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 7.2% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 12.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 0.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 0.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 0.0% 0.00 10412.00 , , , 0.00

6 15.6 Maintenance of Earthen Drains M - 110.13 3.12 , , 3,44.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 12.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 15.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 22.5% 0.00 2.60 , , , 0.00

12 Maintenance of Already Planted Trees for Second Year No. 0.00 647.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Second Year Maintenance Work Rs. , , 3,44.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 8.4% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 14.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 1.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.0% 0.00 11462.30 , , , 0.00 28.969

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.0% 0.00 10412.00 , , , 0.00 36.2109

6 15.6 Maintenance of Earthen Drains M - 110.13 3.12 , , 3,44.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 15.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 18.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 22.5% 0.00 2.60 , , , 0.00

12 Maintenance of Already Planted Trees for Third Year No. 0.00 554.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Third Year Maintenance Work Rs. , , 3,44.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 9.6% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 16.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 1.5% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.5% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.5% 0.00 10412.00 , , , 0.00

5 15.6 Maintenance of Earthen Drains M - 110.13 3.12 , , 3,44.00

6 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

7 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

8 15.9 Maintenance of Road signs Km 15.0% 0.00 1213.69 , , , 0.00

9 15.11 Maintenance of 200 m and km stones Km 18.0% 0.00 697.82 , , , 0.00

10 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 22.5% 0.00 2.60 , , , 0.00

11 Maintenance of Already Planted Trees for Fourth Year No. 0.00 492.00 , , , 0.00

11 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Forth Year Maintenance Work Rs. , , 3,44.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 10.8% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 18.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 2.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 2.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 2.0% 0.00 10412.00 , , , 0.00

6 15.6 Maintenance of Earthen Drains M - 110.13 3.12 , , 3,44.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 15.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 24.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 37.5% 0.00 2.60 , , , 0.00

12 Maintenance of Already Planted Trees for Fifth Year No. 0.00 492.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Fifth Year Maintenance Work Rs. , , 3,44.00

SUMMARY OF 5 YEARS MAINTENANCE COST

NAME OF ROAD:- #REF!

ROAD TYPE :-- Outer Road East Side 0.000 Km

Particulars Amount in Rs.

1st Year Maintenance cost , , , 0.00 1 % LC & 12 % GST

2nd Year Maintenance cost , , , 0.00

3rd Year Maintenance cost , , , 0.00

4th Year Maintenance cost , , , 0.00 7.33

5th Year Maintenance cost , , , 0.00

Total Cost of 5 years Maintenance , , , 0.00 0.8796

ESTIMATE FOR 5 YEARS MAINTENANCE WORKS

Multiplying factor for 15-45 CVPD 1.25

For more than 45 CVPD 1.5 1.25

Reference Operation Manual Annexure 14.4 and Engineer in chief letter no.2498 dated 20.11.2007

Total Length Of Road = 0 m

Length Of the Flexible Pavement = 0 m

Length Of the Regid Pavement = 0 m

Width Of the Road (Br) = 3.75 m

Width Of the Shoulder (Bs) = 0.6 m

No. Of Hume Pipe Culvert = 0 Nos

No. Of Slab Culvert = 0 Nos

Length of Drain= 0 m

Multiplying Factor for Commercial Vehicle 15 to 45 per days = 1.25 {ref. – Annexure 14.4 operation Manual from Rural Road}

Sl. No. SOR No. Description of Items Unit % Taken Yearly Estimated Qty. Rate (Rs.) Amount (Rs.)

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 6.0% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 10.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WMM X 1.25 Sqm 0.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Cum 0.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Cum 0.0% 0.00 10412.00 , , , 0.00

6 15.6 Maintenance of Earthen Drains M - 0.00 , , , 0.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 10.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 12.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 18.0% 0.00 2.60 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For First Year Maintenance Work Rs. , , , 0.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 7.2% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 12.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 0.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 0.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 0.0% 0.00 10412.00 , , , 0.00

6 15.6 Maintenance of Earthen Drains M - 0.00 3.12 , , , 0.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 12.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 15.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 22.5% 0.00 2.60 , , , 0.00

12 Maintenance of Already Planted Trees for Second Year No. 0.00 647.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Second Year Maintenance Work Rs. , , , 0.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 8.4% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 14.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 1.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.0% 0.00 11462.30 , , , 0.00 28.969

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.0% 0.00 10412.00 , , , 0.00 36.2109

6 15.6 Maintenance of Earthen Drains M - 0.00 3.12 , , , 0.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 15.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 18.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 22.5% 0.00 2.60 , , , 0.00

12 Maintenance of Already Planted Trees for Third Year No. 0.00 554.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Third Year Maintenance Work Rs. , , , 0.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 9.6% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 16.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 1.5% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.5% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.5% 0.00 10412.00 , , , 0.00

5 15.6 Maintenance of Earthen Drains M - 0.00 3.12 , , , 0.00

6 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

7 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

8 15.9 Maintenance of Road signs Km 15.0% 0.00 1213.69 , , , 0.00

9 15.11 Maintenance of 200 m and km stones Km 18.0% 0.00 697.82 , , , 0.00

10 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 22.5% 0.00 2.60 , , , 0.00

11 Maintenance of Already Planted Trees for Fourth Year No. 0.00 492.00 , , , 0.00

11 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Forth Year Maintenance Work Rs. , , , 0.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 10.8% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 18.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 2.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 2.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 2.0% 0.00 10412.00 , , , 0.00

6 15.6 Maintenance of Earthen Drains M - 0.00 3.12 , , , 0.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 15.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 24.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 37.5% 0.00 2.60 , , , 0.00

12 Maintenance of Already Planted Trees for Fifth Year No. 0.00 492.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Fifth Year Maintenance Work Rs. , , , 0.00

SUMMARY OF 5 YEARS MAINTENANCE COST

NAME OF ROAD:- #REF!

ROAD TYPE :-- Outer Road East Side 0.000 Km

Particulars Amount in Rs.

1st Year Maintenance cost , , , 0.00 1 % LC & 12 % GST

2nd Year Maintenance cost , , , 0.00

3rd Year Maintenance cost , , , 0.00

4th Year Maintenance cost , , , 0.00 7.33

5th Year Maintenance cost , , , 0.00

Total Cost of 5 years Maintenance , , , 0.00 0.8796

ESTIMATE FOR 5 YEARS MAINTENANCE WORKS

Multiplying factor for 15-45 CVPD 1.25

For more than 45 CVPD 1.5 1.25

Reference Operation Manual Annexure 14.4 and Engineer in chief letter no.2498 dated 20.11.2007

Total Length Of Road = 0 m

Length Of the Flexible Pavement = 0 m

Length Of the Regid Pavement = 0 m

Width Of the Road (Br) = 3.75 m

Width Of the Shoulder (Bs) = 0.6 m

No. Of Hume Pipe Culvert = 0 Nos

No. Of Slab Culvert = 0 Nos

Length of Drain= 0 m

Multiplying Factor for Commercial Vehicle 15 to 45 per days = 1.25 {ref. – Annexure 14.4 operation Manual from Rural Road}

Sl. No. SOR No. Description of Items Unit % Taken Yearly Estimated Qty. Rate (Rs.) Amount (Rs.)

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 6.0% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 10.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WMM X 1.25 Sqm 0.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Cum 0.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Cum 0.0% 0.00 10412.00 , , , 0.00

6 15.6 Maintenance of Earthen Drains M - 0.00 , , , 0.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 10.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 12.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 18.0% 0.00 2.60 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For First Year Maintenance Work Rs. , , , 0.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 7.2% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 12.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 0.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 0.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 0.0% 0.00 10412.00 , , , 0.00

6 15.6 Maintenance of Earthen Drains M - 0.00 3.12 , , , 0.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 12.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 15.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 22.5% 0.00 2.60 , , , 0.00

12 Maintenance of Already Planted Trees for Second Year No. 0.00 647.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Second Year Maintenance Work Rs. , , , 0.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 8.4% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 14.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 1.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.0% 0.00 11462.30 , , , 0.00 28.969

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.0% 0.00 10412.00 , , , 0.00 36.2109

6 15.6 Maintenance of Earthen Drains M - 0.00 3.12 , , , 0.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 15.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 18.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 22.5% 0.00 2.60 , , , 0.00

12 Maintenance of Already Planted Trees for Third Year No. 0.00 554.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Third Year Maintenance Work Rs. , , , 0.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 9.6% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 16.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 1.5% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.5% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 1.5% 0.00 10412.00 , , , 0.00

5 15.6 Maintenance of Earthen Drains M - 0.00 3.12 , , , 0.00

6 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

7 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

8 15.9 Maintenance of Road signs Km 15.0% 0.00 1213.69 , , , 0.00

9 15.11 Maintenance of 200 m and km stones Km 18.0% 0.00 697.82 , , , 0.00

10 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 22.5% 0.00 2.60 , , , 0.00

11 Maintenance of Already Planted Trees for Fourth Year No. 0.00 492.00 , , , 0.00

11 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Forth Year Maintenance Work Rs. , , , 0.00

1 15.1 Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25 Cum 10.8% 0.00 1602.66 , , , 0.00

2 15.2 Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25 Sqm 18.0% 0.00 223.55 , , , 0.00

3 15.5 Repair of Pot holes filled with 75 mm WBM X 1.25 Sqm 2.0% 0.00 116.67 , , , 0.00

4 15.3(i) Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 2.0% 0.00 11462.30 , , , 0.00

5 5.7 RCD Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25 Sqm 2.0% 0.00 10412.00 , , , 0.00

6 15.6 Maintenance of Earthen Drains M - 0.00 3.12 , , , 0.00

7 15.7 (i) Maintenance of C/D Works (Hume Pipe Culvert) No. - 0.00 1288.30 , , , 0.00

8 15.7 (ii) Maintenance of C/D Works (Slab Culvert) No. - 0.00 2641.65 , , , 0.00

9 15.9 Maintenance of Road signs Km 15.0% 0.00 1213.69 , , , 0.00

10 15.11 Maintenance of 200 m and km stones Km 24.0% 0.00 697.82 , , , 0.00

11 15.12 (I)Cutting of branches of trees and shrubs No. - 0.00 127.08 , , , 0.00

(ii) Cutting of shrubs from roadway No. - 0.00 7.81 , , , 0.00

(iii) Trimming of grass and weeds Sqm 37.5% 0.00 2.60 , , , 0.00

12 Maintenance of Already Planted Trees for Fifth Year No. 0.00 492.00 , , , 0.00

12 15.13 White washing of parapet walls of CD work and tree truncks Sqm - 0.00 38.86 , , , 0.00

Estimate For Fifth Year Maintenance Work Rs. , , , 0.00

Year 2022-23 LWE PLAN

Analysis for Carriage by Road & Rail

Name of The Road :-- CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Sl No Item Unit Source Carriage Cost & Lead in Km Loading & Unloading Cost Total `

Pucka / Surface Katcha

1 Stone Metal & GSB Cum Jamalpur 8.00 x 11.70 x 220.00 Km = Rs 4118.40 8.00 x 28.20 x 0.00 Km = Rs 0.00 202.00 4320.40

2 Stone Aggregate / Chips Cum Jamalpur 8.00 x 11.70 x 192.00 Km = Rs 3594.24 8.00 x 28.20 x 0.00 Km = Rs 0.00 202.00 3796.24

4 Binding Material/Stone Dust Cum Jamalpur 8.00 x 11.70 x 220.00 Km = Rs 4118.40 8.00 x 28.20 x 0.00 Km = Rs 0.00 202.00 4320.40

9 Bitumen Emulsion MT Barauni 8.00 x 11.70 x 114.00 Km = Rs 1333.80 8.00 x 28.20 x 0.00 Km = Rs 0.00 250.00 1583.80

11 Hume Pipe (1000 mm ) Pipe Jehanabad 8.00 x 11.70 x 21.00 Km = Rs 196.56 8.00 x 28.20 x 0.00 Km = Rs 0.00 52.08 #REF!

12 Hume Pipe (600 mm ) Pipe Jehanabad 8.00 x 11.70 x 21.00 Km = Rs 78.62 8.00 x 28.20 x 0.00 Km = Rs 0.00 22.32 #REF!

13 Hume Pipe (300 mm ) Pipe Jehanabad 8.00 x 11.70 x 21.00 Km = Rs 32.76 8.00 x 28.20 x 0.00 Km = Rs 0.00 22.32 #REF!

Cost of Haulage Excluding Loading & Unloading as per SOR * Subjected to Verification of Lead

Type of Road ` Per Ton. Km by Tipper

For Surface Road 11.70

Unsurface Gravel Road 14.00

Kachha Road 28.20

Junior Engineer Asstt. Engineer Executive Engineer

CARRIAGE OF MATERIALS

Sr No Ref. to MoRTH Spec. Description Unit Quantity Rate Rs Cost Rs Remarks/ Input ref.

1.1 Loading and Unloading of Stone Boulder/Stone aggregates / Sand / Kanker / Moorum. cum

Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip

Taking output = 5.5 cum

Time required for

i) Positioning of tipper at loading point 1 Min

ii) Loading by front end loader 1 cum bucket capacity @ 25 cum per hour 13 Min

iii) Maneuvering, reversing, dumping and turning for return 2 Min

iv) Waiting time, unforeseen contingencies etc 4 Min

Tipper 5.5 tonnes capacity hour 0.330 1371.00 452.43 P&M-048

Front end-loader 1 cum bucket capacity @ 25 cum/hour hour 0.330 1366.00 450.78 P&M-017

b) Overhead charges @ 0.12 on (a) 108.39

c) Contractor's profit @ 0.1 on (a+b) 101.16

Cost for 5.5 cum = a+b+c 1112.75

Rate per cum = (a+b+c)/ 5.5 202.32

Note Unloading will be by tipping. say 202.00

1.2 Loading and Unloading of Boulders by Manual Means

Taking output = 5.5 cum

Mazdoor for loading and unloading day 0.750 304.00 228.00 L-13

Tipper 5.5 tonne capacity hour 0.750 1371.00 1028.25 P&M-048

c) Overhead charges @ 0.12 on (a+b) 154.99

d) Contractor's profit @ 0.1 on (a+b+c) 144.65

Cost for5.5 cum = a+b+c+d 1591.20

Rate per cum = (a+b+c+d)/5.5 289.31

Note Unloading will be by tipping. say 289.00

1.3 Loading and Unloading of Cement or Steel by Manual Means and Stacking.

Taking output = 10 tonnes

Mazdoor for loading and unloading day 2.000 304.00 608.00 L-13

Truck 10 tonne capacity hour 2.000 934.30 1868.60 P&M-057

c) Overhead charges @ 0.12 on (a+b) 300.27

d) Contractor's profit @ 0.1 on (a+b+c) 280.26

Cost for10 tonnes = a+b+c+d 3082.81

Rate per tonnes = (a+b+c+d)/10 308.28

1.4 Cost of Haulage Excluding Loading and Unloading

Haulage of materials by tipper excluding cost of loading, unloading and stacking.

Taking output 10 tonnes load and lead 10 km = 100 t.km

(i) Surfaced Road

Speed with load : 25 km / hour.

Speed while Returning empty :35 km / hour.

Tipper 10 tonne capacity

Time taken for onward haulage with load hour 0.400 1371.00 548.40 P&M-048

Time taken for empty return trip. hour 0.290 1371.00 397.59 P&M-048

b) Overhead charges @ 0.12 on (a) 113.52

c) Contractor's profit @ 0.1 on (a+b) 105.95

cost for 100 t km = a+b+c 1165.46

Rate per t.km = (a+b+c)/100 11.65

1.4 (ii) Unsurfaced Graveled Road

Speed with load: 20 km / hour

Speed for empty return trip :30 km / hour

Tipper 10 tonnes capacity

Time taken for onward haulage with load hour 0.500 1371.00 685.50 P&M-048

Time taken for empty return trip hour 0.330 1371.00 452.43 P&M-048

b) Overhead charges @ 0.12 on (a) 136.55

c) Contractor's profit @ 0.1 on (a+b) 127.45

Cost for 100 t .km = a+b+c 1401.93

Rate per t.Km = (a+b+c)/100 14.02

1.4 (iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.

Speed with load :10 km / hour

Speed while returning empty:15 km / hour

Tipper 10 tonnes capacity

Time taken for onward haulage hour 1.000 1371.00 1371.00 P&M-048

Time taken for empty return trip hour 0.670 1371.00 918.57 P&M-048

b) Overhead charges @ 0.12 on (a) 274.75

c) Contractor's profit @ 0.1 on (a+b) 256.43

Cost for 100 t .km = a+b+c 2820.75

Rate per t.Km = (a+b+c)/100 28.21

Sl. No. SDB Sl. No. MORD Ref No. DESCRIPTION Unit Quantity Rate Amount in Rs

1 1.3 Loading, Unloading and Stacking of Bricks by Manual Means

(i) Loading of Bricks by manual means including a lead upto 30 m

Unit = 1000 Nos.

Taking output = 2000 Nos.

Mazdoor (Unskilled) day 0.25 304.00 76.00

Truck hour 0.33 934.30 308.32

c) Overheads @ 0.12 % on (a+b) 46.50

d) Contractor’s profit @ 10% on (a+b+c) 43.40

Cost for 2000 Nos. = a+b+c+d 477.44

Rate for 1000 bricks = (a+b+c+d)/2 238.72

Total Cost no. 238.72

2 (ii) Unloading and Stacking of Bricks by manual means including a lead upto 30 m

Unit = 1000 Nos.

Taking output = 2000 Nos.

Mazdoor (Unskilled) day 0.25 304.00 76.00

Truck hour 0.33 934.30 308.32

c) Overheads @ 12 % on (a+b) 46.50

d) Contractor’s profit @ 10% on (a+b+c) 43.40

Cost for 2000 Nos. = a+b+c+d 477.44

Rate for 1000 bricks = (a+b+c+d)/2 238.72

Total Cost no. 238.72

Total Loding & Unloading of Brick Per 1000 = 238.72 + 238.72 = 477.44

Analysis of Rate

Sl. No. SOR No. Description Unit Rate (Rs.)

1 2.3 201 Clearing and Grubbing Road Land .

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

Taking output = 1 Hectare

(i) By Manual Means:-

A In area of light jungle

Tractor-trolley hour 1.000 549.10 549.10 P&M-053

c) Overhead charges @ 0.12 on (a+b) 5769.01

d) Contractor's profit @ 0.1 on (a+b+c) 5384.41

Rate per Hectare = a+b+c+d 59228.52

Rate Per Hectare to be adopted in DPR Hectare 59,229.00

2 2.6 202 Dismantling of Cement Concrete Pavement

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Taking output = 1 cum

Semi skilled mazdoor for operating pneumatic tools day 0.500 316.00 158.00 L-14

Mazdoors as helpers including loading and unloading day 0.500 304.00 152.00 L-13

Air compressor 250 cfm with two leads for pneumatic cutters/ hammers @ 1 cum per hour hour 1.000 391.00 391.00 P&M-001

Tractor-trolley hour 0.400 549.10 219.64 P&M-053

Joint Cutting Machine with 2-3 blades hour 1.000 293.00 293.00 P&M-083

c) Overhead charges @ 0.12 on (a+b) 146.79

d) Contractor's profit @ 0.1 on (a+b+c) 137.01

Rate per cum = a+b+c+d 1507.07

3 3.16 305 Construction of Embankment with Material obtained from Borrowpits

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 Roller)

Mazdoor day 1.000 304.00 304.00

Hydraulic Excavator1 cum bucket capacity @ 60 cum per hour hour 1.670 2202.00 3677.34

Tipper 10 tonne capacity tonne.km 160 x L 9.41 1505.60

Add 10 per cent of cost of carriage to cover cost of loading and unloading 150.56

Dozer 80 HP for spreading @ 200 cum per hour hour 0.500 5523.00 2761.50

Motor grader for grading @ 100 cum per hour hour 1.000 4403.00 4403.00

Water tanker6 KL capacity hour 4.000 707.00 2828.00

Vibratory roller 8 -10 tonnes @ 100 cum per hour hour 1.000 1978.00 1978.00

Cost of water KL 24.000 56.20 1348.80

Compensation & Royality for earth taken from private land cum 100.000 35.01 3501.00

d) Overhead charges @ 0.12 on (a+b+c) 2696.48

e) Contractor's profit @ 0.1 on (a+b+c+d) 2516.71

Cost for 100 cum = a+b+c+d+e 27683.83

Rate per cum = (a+b+c+d+e)/100 276.84

Add 1% Cess for Labour Welfare 0.00

Rate per cum to be adopted in DPR Cum 277.00

4 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

Taking output = 100 cum

Mazdoor day 1.000 304.00 304.00 L-13

Hydraulic excavator1 cum bucket capacity @ 60 cum per hour hour 1.670 2202.00 3677.34 P&M-026

Tipper 10 tonne capacity tonne.km 175xL 9.41 1646.75 Lead =1 km & P&M-047

Add 10 per cent of cost of carriage to cover cost of loading and unloading 164.68

Dozer 80 HP for spreading @ 200 cum per hour hour 0.500 5523.00 2761.50 P&M-014

Motor grader for grading @ 50 cum per hour hour 2.000 4403.00 8806.00 P&M-032

Water tanker with 6 km lead hour 4.000 707.00 2828.00 P&M-060

Vibratory roller 8-10 tonnes @ 80 cum per hour hour 1.250 1978.00 2472.50 P&M-059

Cost of water KL 24.000 56.20 1348.80 M-189

Compensation & Royality for earth taken from private land cum 100.000 35.01 3501.00 M-092

d) Overhead charges @ 0.12 on (a+b+c) 3302.81

e) Contractor's profit @ 0.1 on (a+b+c+d) 3082.62

Cost for 100 cum = a+b+c+d+e 33908.83

Rate per cum = (a+b+c+d+e)/100 339.09

Add 1% Cess for Labour Welfare 0.00

Rate Per Cum to be adopted in DPR Cum 339.00

5 4.2 401 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Taking output = 300 cum

Mazdoor skilled day 2.000 385.00 770.00

Mazdoor day 8.000 304.00 2432.00

Mortar Grader 110 HP @ 50 cum per hour hour 6.000 4403.00 26418.00

Vibratory roller 8 -10 tonne hour 6.000 1978.00 11868.00

Water tanker 6 KL capacity hour 3.000 707.00 2121.00

For coarse graded Granular sub-base Materials per table 400-2

For grading-I Material

2.36 mm below @ 20 per cent (Coarse Sand) cum 76.800 262.42 20153.86

Cost of water KL 18.000 56.20 1011.60

For Grading-II Material

2.36 mm below @ 25 per cent cum 96.000 262.42 25192.32

Cost of water KL 18.000 56.20 1011.60

For Grading-III Material

2.36 mm below @ 34 per cent cum 129.000 262.42 33852.18

Cost of water KL 18.000 56.20 1011.60

4.2 (i) Rate per cum for grading-I Material

d) Overhead charges @ 0.12 on (a+b+c) 43586.74

e) Contractor's profit @ 0.1 on (a+b+c+d) 40680.96

Cost for 300 cum = a+b+c+d+e 447490.56

Rate per cum = (a+b+c+d+e)/300 1491.64

4.2 (ii) Rate per cum for grading-II Material

d) Overhead charges @ 0.12 on (a+b+c) 39013.12

e) Contractor's profit @ 0.1 on (a+b+c+d) 36412.24

Cost for 300 cum = a+b+c+d+e 400534.68

Rate per cum = (a+b+c+d+e)/300 1335.12

4.2 (iii) Rate per cum for grading-III Material

d) Overhead charges @ 0.12 on (a+b+c) 27363.74

e) Contractor's profit @ 0.1 on (a+b+c+d) 25539.49

Cost for 300 cum = a+b+c+d+e 280934.41

Rate per cum = (a+b+c+d+e)/300 936.45

Note Any one of the grading for material may be adopted as per design

GSB Gr-I SOR Rate 1,492.00

Add:Carriage Charge for Stone Metal material cum 1.024 4,320.40 4,424.09

Add:Carriage Charge for Coarse Sand cum 0.256 2,972.56 760.98

Add 1% Cess for Labour Welfare 0.00

Rate per cum to be adopted in DPR Cum 1,492.00

GSB Gr-II SOR Rate 1,335.00

Add:Carriage Charge for Stone Metal material cum 0.960 4,320.40 4,147.58

Add:Carriage Charge for Coarse Sand cum 0.320 2,972.56 951.22

Add 1% Cess for Labour Welfare 0.00

Rate per cum to be adopted in DPR Cum 1,335.00

6 6.1 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.

Taking output = 450 cum (990 tonne)

Mazdoor skilled day 6.000 385.00 2310.00

Mazdoor day 22.000 304.00 6688.00

Front end loader 1 cum bucket capacity hour 6.000 1366.00 8196.00

Cement concrete batch mix plant @ 75 cum per hour hour 6.000 3375.10 20250.60

Electric generator 100 KVA hour 6.000 1359.00 8154.00

Paver with electronic sensor hour 6.000 6346.00 38076.00

Vibratory roller 8-10 t capacity hour 8.000 1978.00 15824.00

Water tanker6 KL capacity hour 8.000 707.00 5656.00

Tipper tonne.km 990 x L 9.41 9315.90

Add 10 per cent of cost of carriage to cover cost of loading and unloading 931.59

Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4. cum 405.000 736.00 298080.00

Coarse Sand as per IS: 383 @ 0.45 cum/cum of concrete cum 203.000 494.00 100282.00

Cement @ 150 kg/cum of concrete tonne 67.500 6240.40 421227.00

Cost of water KL 48.000 56.20 2697.60

d) Overhead charges @ 0.12 on (a+b+c) 112565.79

e) Contractor's profit @ 0.1 on (a+b+c+d) 105061.40

Cost for 205 cum = a+b+c+d+e 1155675.39

Rate per cum = (a+b+c+d+e)/450 2568.17

SOR Rate 2,568.00

Add:Carriage Charge for Stone Agg 0.900 3,796.24 3,416.62

Add:Carriage Charge for Cement 0.150 366.50 54.98

Add:Carriage Charge for Sand 0.451 2,972.56 1,340.95

Add 1% Cess for Labour Welfare 0.00

Rate per cum to be adopted in DPR Cum 2,568.00

7 6.2 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

Taking output = 1050 cum (2415 tonne)

Mazdoor skilled day 15.000 385.00 5775.00

Road Sweeper @ 1250 sqm per hour hour 2.800 746.00 2088.80

Front end loader 1 cum bucket capacity hour 18.000 1366.00 24588.00

Cement concrete batch mix plant @ 175 cum per hour (effective output) hour 6.000 7877.60 47265.60

Electric generator 250 KVA hour 6.000 3034.00 18204.00

Slip form paver with electronic sensor hour 6.000 1478.40 8870.40

Water tanker6 KL capacity hour 36.000 707.00 25452.00

Transit truck agitator 5 cum capacity. tonne.km 2415xL 7.00 16905.00

Add 10 per cent of cost of carriage to cover cost of loading and unloading 1690.50

Concrete joint cutting machine . hour 12.000 293.00 3516.00

Texturing machine . hour 12.000 118.70 1424.40

Crushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. . cum 945.000 736.00 695520.00

Sand as per IS: 383 and conforming to clause 602.2.4 @ 0.45 cum/cum of concrete cum 473.000 494.00 233662.00

Cement 43 grade @ 400 kg/cum of concrete tonne 414.000 6240.40 2583525.60

32 mm mild steel dowel bars of grade Fe 500 D tonne 9.450 58600.00 553770.00

16 mm deformed steel tie bars of grade Fe 500 D tonne 1.170 72351.75 84651.55

Separation Membrane of impermeable plastic sheeting 125 micron thick sqm 3675.000 15.24 56007.00

Pre moulded Joint filler, 25 mm thick for expansion joint. sqm 16.330 1064.18 17378.06

Joint sealant kg 875.000 27.24 23835.00

Sealant primer kg 116.670 122.02 14236.07

Plastic sheath,1.25 mm thick for dowel bars sqm 46.670 17.75 828.39

Curing compound liter 1850.000 136.22 252007.00

Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per cent by weight of cement kg 2070.000 214.86 444760.20

Cost of water KL 216.000 56.20 12139.20

Add 1 per cent of material for cost of miscellaneous materials like tarpauline, Hessian cloth, metal cap, cotton / compressible sponge and cradle for dowel bars, work bridges for men to approach concrete surface without walking over it, cutting blades and bites, minor equipments like scabbling machine, threads, ropes, guide wires and any other unforeseen items. 49723.20

d) Overhead charges @ 0.12 on (a+b+c) 622692.60

e) Contractor's profit @ 0.1 on (a+b+c+d) 581179.76

Cost for 1050cum = a+b+c+d+e 6392977.33

Rate per cum = (a+b+c+d+e)/1050 6088.55

SOR Rate SOR Rate 6,089.00

Add:Carriage Charge for Stone Agg cum 0.900 3,796.24 3,416.62

Add:Carriage Charge for Cement MT 0.394 366.50 144.51

Add:Carriage Charge for Sand cum 0.450 2,972.56 1,339.07

Add:Carriage Charge for Steel MT 0.009 366.50 3.30

Add 1% Cess for Labour Welfare 0.00

Rate per cum to be adopted in DPR cum 6,089.00

8 8.14 Kilometre Stone

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

(i) 5th kilometre stone (precast)

Taking output = 6 Nos.

a) M-15 grade of concrete cum 2.350 3855.00 9059.25

b) Steel reinforcement @ 5 kg per sqm kg 22.080 67.29 1485.79

c) Excavation in soil for foundation cum 1.680 178.00 299.04

d) Painting two coats on concrete surface sqm 9.850 62.00 610.70

e) Lettering on km post (average 30 letters of 10 cm height each) per cm per letter 1800.000 0.37 666.00

Transportation and fixing

Mazdoor including loading/unloading day 6.000 304.00 1824.00

Tractor-trolley hour 6.000 549.10 3294.60

h) Overhead charges @ 0.12 on (f+g) 653.62

i) Contractor's profit @ 0.1 on (f+g+h) 610.05

Cost for 6 Nos. 5th km stone = a+b+c+ d+e +f+g+h +i 18831.31

Rate for each 5th km stone = (a+b+c+ d+e +f+g+h +i ) / 6 3138.55

Add 1% Cess for Labour Welfare 31.39

5th kilometre stone (precast) 3,170.39

(ii) Ordinary kilometer stone (precast)

Taking output = 14 Nos.

a) M-15 grade of concrete cum 3.770 3855.00 14533.35

b) Steel reinforcement @ 5 kg per sqm kg 26.320 67.29 1771.10

c) Excavation in soil for foundation cum 2.770 178.00 493.06

d) Painting two coats on concrete surface sqm 11.410 62.00 707.42

e) Lettering on km post ( average 12 letters of 10 cm height each) per cm per letter 1680.000 0.37 621.60

Transportation and fixing

Mazdoor day 7.000 304.00 2128.00

Tractor-trolley hour 6.000 549.10 3294.60

h) Overhead charges @ 0.12 on (f+g) 712.00

i) Contractor's profit @ 0.1 on (f+g+h) 664.53

Cost for 14 Nos. ordinary km stone = (a+b+ c +d+e+f+ g+h+i) 25436.38

Rate for each ordinary km stone = (a+b+ c +d+e+f+g+ h+j ) /14 1816.88

Add 1% Cess for Labour Welfare 18.17

Ordinary kilometer stone (precast) 1,835.17

9 8.16 Boundary pillar

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting

Taking output = 57 Nos.

a) M-15 grade of the boundary stone cum 1.250 3855.00 4818.75

b) Steel reinforcement kg 79.800 67.29 5369.82

c) Excavation in soil cum 10.720 178.00 1908.16

d) Lettering, each 10 cm high per letter per cm high 2280.000 0.37 843.60

Transportation and fixing

Mazdoor day 14.250 304.00 4332.00

Tractor-trolley hour 6.000 549.10 3294.60

Stone spall cum 11.970 355.79 4258.81

h) Overhead charges @ 0.12 on (e+f+g) 1448.21

i) Contractor's profit @ 0.1 on (e+f+g+h) 1351.66

Cost for 57 Nos. boundary pillar = (a+b +c+d +e+ f+g+h+i ) 27808.57

Rate for each boundary pillar = (a+b+c+d+e+ f+g+h+i)/57 487.87

Add 1% Cess for Labour Welfare 4.88

Rate in DPR 492.88

9 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Taking output = 640 sqm

Mazdoor day 2.000 304.00 608.00

Road marking machine @ 80 sqm per hour hour 8.000 1349.00 10792.00

Tractor-trolley hour 8.000 549.10 4392.80

Hot applied thermoplastic compound Litre 2000.000 198.46 396920.00

Reflectorising glass beads kg 200.000 72.00 14400.00

d) Overhead charges @ 0.12 on (a+b+c) 51272.80

e) Contractor's profit @ 0.1 on (a+b+c+d) 47854.61

Cost for 640 sqm = a+b+c+d+e 526400.71

Rate per sqm = a+b+c+d+e)/640 822.50

Add 1% Cess for Labour Welfare 8.23

Rate per sqm to be adopted in DPR sqm 831.23

10 8.4 Retro-Reflectorised Traffic Signs

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

Taking output = one traffic sign

i) Excavation for foundation cum 0.216 178.00 38.45

ii) Cement concrete M15 grade cum 0.120 3855.00 462.60

iii) Painting angle iron post two coats sqm 0.430 53.00 22.79

a) Labour (For fixing at site)

Mazdoor day 0.250 304.00 76.00

Mild steel angle iron 75 x 75 x 6 mm kg 19.000 57.033 1083.627

Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable

Add 2 per cent of cost of angle iron towards cost of drilling holes, nuts, bolts etc. 21.67

( i ) 90 cm equilateral triangle sqm 0.350 8945.43 3130.90

( ii ) 60 cm equilateral triangle sqm 0.156 8945.43 1395.49

( iii ) 60 cm circular sqm 0.283 8945.43 2531.56

( iv ) 80 mm x 60 mm rectangular sqm 0.480 8945.43 4293.81

( v ) 60 cm x 45 cm rectangular sqm 0.270 8945.43 2415.27

(vi ) 60 cm x 60 cm square sqm 0.360 8945.43 3220.35

( vii ) 90 cm high octagon sqm 0.672 8945.43 6011.33

Tractor-trolley hour 0.010 549.10 5.49

( i ) 90 cm equilateral triangle

d) Overhead charges @ 0.12 on (a+b+c) 518.51

e) Contractor's profit @ 0.1 on (a+b+c+d) 483.94

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 5847.18

Add 1% Cess for Labour Welfare 58.47

Rate for DPR 5905.47

( ii ) 60 cm equilateral triangle

d) Overhead charges @ 0.12 on (a+b+c) 310.26

e) Contractor's profit @ 0.1 on (a+b+c+d) 289.57

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 3709.16

Add 1% Cess for Labour Welfare 37.09

Rate for DPR 3746.09

( iii ) 60 cm circular

d) Overhead charges @ 0.12 on (a+b+c) 446.59

e) Contractor's profit @ 0.1 on (a+b+c+d) 416.81

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 5108.79

Add 1% Cess for Labour Welfare 51.09

Rate for DPR 5160.09

( iv ) 80 mm x 60 mm rectangular

d) Overhead charges @ 0.12 on (a+b+c) 658.06

e) Contractor's profit @ 0.1 on (a+b+c+d) 614.19

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 7279.89

Add 1% Cess for Labour Welfare 72.80

Rate for DPR 7352.80

( v ) 60 cm x 45 cm rectangular

d) Overhead charges @ 0.12 on (a+b+c) 432.63

e) Contractor's profit @ 0.1 on (a+b+c+d) 403.79

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 4965.52

Add 1% Cess for Labour Welfare 49.66

Rate for DPR 5015.66

(vi ) 60 cm x 60 cm square

d) Overhead charges @ 0.12 on (a+b+c) 529.24

e) Contractor's profit @ 0.1 on (a+b+c+d) 493.96

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 5957.39

Add 1% Cess for Labour Welfare 59.57

Rate for DPR 6016.57

( vii ) 90 cm high octagon

d) Overhead charges @ 0.12 on (a+b+c) 864.16

e) Contractor's profit @ 0.1 on (a+b+c+d) 806.55

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 9395.87

Add 1% Cess for Labour Welfare 93.96

Rate for DPR 9489.96

(i) 90 cm equilateral triangle sqm 5,905.47

(ii) 60 cm equilateral triangle sqm 3,746.09

(iii) 60 cm circular sqm 5,160.09

(iv) 80 mm x 60 mm rectangular sqm 7,352.80

(v) 60 cm x 45 cm rectangular sqm 5,015.66

(vi) 60 cm x 60 cm square sqm 6,016.57

(vii) 90 cm high octagon sqm 9,489.96

11 8.5 Direction and Place Identification Signs upto 0.9 sqm Size Board.

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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

Taking output = 0.9 sqm

i) Excavation for foundation cum 0.216 178.00 38.45

ii) Cement concrete M15 grade cum 0.120 3855.00 462.60

iii) Painting angle iron post two coats sqm 0.430 53.00 22.79

a) Labour (For fixing at site)

Mazdoor day 0.200 304.00 60.80

Mild steel angle iron 75 mm x 75 mm x 6 mm,2.85 metres long kg 19.000 57.03 1083.63

Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size 0.9 sqm sqm 0.900 8945.43 8050.89

Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc. 182.69

Tractor-trolley hour 0.020 549.10 10.98

d) Overhead charges @ 0.12 on (a+b+c) 1127.06

e) Contractor's profit @ 0.1 on (a+b+c+d) 1051.93

Cost for 0.9 sqm =I+ii+ii+ a+b+c+d+e 12095.02

Rate per sqm (for sign having area upto 0.9 sqm) = (I+ii+iii+a+b+c+d+e)/0.90 13438.91

Add 1% Cess for Labour Welfare 134.39

DPR Rate sqm 13,573.39

12 8.6 Direction and Place Identification Signs with size more than 0.9 sqm size Board

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

Taking output = 1.50 sqm

i) Excavation for foundation cum 0.430 178.00 76.54

ii) Cement concrete M15 grade cum 0.240 3855.00 925.20

iii) Painting angle iron post 2 coats sqm 0.860 53.00 45.58

a) Labour (For fixing at site)

Mazdoor day 0.300 304.00 91.20

Mild steel angle iron 75 mm x 75 mm x 6 mm, 2.85 metres long, 2 nos kg 38.000 57.03 2167.25

Aluminium sheeting fixed with encapsulated lens type reflective sheeting sqm 1.500 8945.43 13418.15

Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc. 311.71

Tractor-trolley hour 0.020 549.10 10.98

d) Overhead charges @ 0.12 on (a+b+c) 1920.30

e) Contractor's profit @ 0.1 on (a+b+c+d) 1792.28

Cost for 1.5 sqm =I+ii+ii+ a+b+c+d+e 20762.40

Rate per sqm ( for sign having area more than 0.9 sqm) = ( i+ii+iii+a+b+c+d+e)/1.50 13841.60

Add 1% Cess for Labour Welfare 138.42

DPR Rate sqm 13,980.42

13 8.3 Printing New Letter and Figures of any Shade

(ii) English and Roman

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade

Hyphens and the like not to be measured and paid for

Detail for 100 letters of 16 cm height. i.e.1600 cm

Unit = per cm height per letter

Painter Ist class day 1.250 386.00 482.50

Mazdoor day 0.500 304.00 152.00

Paint Litre 0.500 246.65 123.33

c) Overhead charges @ 0.12 on (a+b) 93.64

d) Contractor's profit @ 0.1 on (a+b+c) 87.39

Cost for 1600 cm = a+b+c+d 961.32

Rate per cm height per letter = (a+b+c +d)/1600 0.60

Add 1% Cess for Labour Welfare 0.0060

Rate for DPR 0.61

14 8.8 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

SOR Rate sqm 61.00

Add 1% Cess for Labour Welfare 0.6100

Rate for DPR 61.61

15 8.29 Cable Duct Across the Road

Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

SOR Rate (i)( Single Row for one utility service) Meter 676.00

6 TEC Brick Flat Soling

Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Providing 100A one brick flat soling

Bricks Nos 300.00 5.54 1662.00

Local Sand cum 0.142 143.32 20.35

Mason Grade II Nos 0.500 364.00 182.00

Unskilled Labour Nos 1.000 304.00 304.00

Overheads @ 12% on (above) 260.38

Contractor’s profit @ 10% on (above) 243.02

Rate per sqm 287.00

SOR Rate 287.00

Add:Carriage Charge for Brick Nos 32.609 0.918 29.93

Add:Carriage Charge for Local Sand Cum 0.0153 284.56 4.34

Add 1% Cess for Labour Welfare 0.00

Rate per sqm to be adopted in DPR Sqm 287.00

7 TEC Brick Edge Soling

Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

Providing 100A on Brick Edge soling

Assume 9.30 m2 Amount

Bricks 500 nos @ Rs 5540 per 1000 nos Nos 500 5.54 2770.00

Local Sand 0.283 m3 @ Rs 69.65 per cum cum 0.283 143.32 40.56

Mason Grade II 0.65 Nos @ Rs 108 each Nos 0.65 364.00 236.60

Unskilled labour 1.25 Nos @ Rs 89 each Nos 1.25 304.00 380.00

Overheads @ 12% on (above) 411.44

Contractor’s profit @ 10% on (above) 384.01

Rate per sqm 454.00

SOR Rate 454.00

Add:Carriage Charge for Brick Nos 53.763 0.918 49.35

Add:Carriage Charge fo rLocal Sand cum 0.0304 284.56 8.66

Add 1% Cess for Labour Welfare 0.00

Rate per sqm to be adopted in DPR Sqm 454.00

8 SOR MORD Providing and laying neat cement punning 1.5 mm thick as per Specification etc as per direction …

Assume area =9.30 m2

Sundries L.S. 1.50

Head Mason No 0.06 408.00 24.48

Mason Gr II No 0.50 364.00 182.00

Unskilled Labour No 0.25 304.00 76.00

Total (a+b) 409.79

('C) Over Head @10% (a+b) 40.98

Contractor's Profit 10% on (a+b+c) 45.08

Grand Total 495.84

Hence rate per m2 (495.84/9.3) 53.00

Add:Carriage Charge for Cement MT 0.0672 366.50 24.63

Add 1% Cess for Labour Welfare 0.78

Rate per sqm to be adopted in DPR Sqm 78.41

8 12.1 A Excavation for Structures

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary soil Upto 3.0 m depth

Taking output = 10 cum

(i) Depth upto 3 m

Mazdoor day 3.50 304.00 1064.00

b) Overhead charges @ 0.2 on (a) 221.79

c) Contractor's profit @ 0.1 on (a+b) 133.07

Cost for 10 cum = a+b+c 1463.80

Rate per cum = (a+b+c)/10 146.38

(i) SOR Rate Rs. 146.00 0.96 = Cum 140.16

Add 1% Cess for Labour Welfare 0.00

Rate for DPR Cum 140.16

9 12.3 Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Taking output = 1 cum

Mazdoor day 0.30 304.00 91.20

Sand (assuming 20 per cent voids) cum 1.20 143.32 171.98

c) Overhead charges @ 0.2 on (a+b) 53.28

d) Contractor's profit @ 0.1 on (a+b+c) 31.97

Rate per cum = a+b+c+d 351.64

Add:Carriage Charge for Local Sand 1.20 284.56 341.47

Add 1% Cess for Labour Welfare 0.00

Rate per cum to be adopted in DPR Cum 337.92

10 12.4 2100 PCC 1:3:6 in Foundation

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Taking output = 15 cum

40 mm Aggregate cum 13.50 975.00 13162.50 M-055

coarse Sand cum 6.75 494.00 3334.50 M-005

cement tonne 3.45 6240.40 21529.38 M-081

Cost of water KL 18.00 56.20 1011.60 M-189

Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 283.00 1698.00 P&M-009

Generator 33 KVA hour 6.00 495.00 2970.00 P&M-079

Water tanker 6 KL capacity hour 2.00 707.00 1414.00 P&M-060

d) Overhead charges @ 0.2 on (a+b+c) 10058.68

e) Contractor's profit @ 0.1 on (a+b+c+d) 6035.21

Cost for 15 cum = a+b+c+d+e 66387.31

Rate per cum = (a+b+c+d+e)/15 4425.82

Add:Carriage Charge for Stone Agg Cum 0.900 3,796.24 3,416.62

Add:Carriage Charge for Cement MT 0.230 366.50 84.30

Add:Carriage Charge for Sand Cum 0.450 2,972.56 1,337.65

Add 1% Cess for Labour Welfare 0.00

Rate per cum to be adopted in DPR cum 4,248.96

11 12.8 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

A II. P.C.C grade M-15 Nominal mix 1:2:4

Taking output = 15 cum

Cement tonne 4.13 6240.40 25772.85

Coarse sand cum 6.75 494.00 3334.50

40 mm Aggregate cum 8.10 975.00 7897.50

20 mm Aggregate cum 4.05 1186.00 4803.30

10 mm Aggregate cum 1.35 586.00 791.10

Mazdoor day 20.00 304.00 6080.00

Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 283.00 1698.00

Generator 63 KVA hour 6.00 869.00 5214.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 3766.00

d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery 2259.17

e) Overhead charges @ 0.2 on (a+b+c+d) 11747.70

f) Contractor's profit @ 0.1 on (a+b+c+d+e) 7048.62

Cost for 15 cum = a+b+c+d+e+f 77534.80

Rate per cum = (a+b+c+d+e+f)/15 5168.99

Add:Carriage Charge for Stone Agg Cum 0.900 3,796.24 3,416.62

Add:Carriage Charge for Cement MT 0.2753 366.50 100.91

Add:Carriage Charge for Sand Cum 0.450 2,972.56 1,337.65

Add 1% Cess for Labour Welfare 0.00

Rate per cum to be adopted in DPR cum 4,962.24

12 12.8 C RCC Grade M20

Case I Using Concrete Mixer

Taking output = 15 cum

Cement tonne 5.21 6240.40 32512.48 M-081

Coarse sand cum 6.75 494.00 3334.50 M-005

20 mm Aggregate cum 8.10 1186.00 9606.60 M-053

10 mm Aggregate cum 5.40 586.00 3164.40 M-051

Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 283.00 1698.00 P&M-009

Generator 33 KVA hour 6.00 495.00 2970.00 P&M-079

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 4017.00

d) Formwork @ 4 per cent on (a+b+c) 2410.16

e) Overhead charges @ 0.2 on (a+b+c+d) 12532.84

f) Contractor's profit @ 0.1 on (a+b+c+d+e) 7519.70

Cost for 15 cum = a+b+c+d+e+f 82716.75

Rate per cum = ( a+b+c+d+e+f )/15 5514.45

Add:Carriage Charge for Stone Agg Cum 0.90 3,796.24 3,416.62

Add:Carriage Charge for Cement Cum 0.344 366.50 126.08

Add:Carriage Charge for Sand Cum 0.45 2,972.56 1,337.65

Add 1% Cess for Labour Welfare 0.00

Rate per cum to be adopted in DPR cum 5,293.44

13 12.38 C RCC Grade M35

Case I Using Concrete Mixer

Taking output = 15 cum

Cement tonne 6.33 6240.40 39501.73 M-081

Coarse sand cum 6.75 494.00 3334.50 M-005

20 mm Aggregate cum 8.10 1186.00 9606.60 M-053

10 mm Aggregate cum 5.40 586.00 3164.40 M-051

Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 283.00 1698.00 P&M-009

Generator 33 KVA hour 6.00 495.00 2970.00 P&M-079

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 4484.00

d) Formwork @ 4 per cent on (a+b+c) 2690.25

e) Overhead charges @ 0.2 on (a+b+c+d) 13989.28

f) Contractor's profit @ 0.1 on (a+b+c+d+e) 8393.57

Cost for 15 cum = a+b+c+d+e+f 92329.22

Rate per cum = ( a+b+c+d+e+f )/15 6155.28

13 12.40 1600 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Taking output = 1 MT

HYSD bars including5 per cent overlaps and wastage tonne 1.05 72351.75 75969.34 M-082

Binding wire Kg 6.00 75.04 450.24 M-072

b) Labour for cutting, bending, shifting to site, tying and placing in position

Blacksmith day 2.00 408.00 816.00 L-02 a

Mazdoor day 6.00 304.00 1824.00 L-13

c) Overhead charges @ 0.2 on (a+b) 15837.60

d) Contractor's profit @ 0.1 on (a+b+c) 9502.56

Rate per MT (a+b+c+d) 104528.13

Add:Carriage Charge for HYSD bar MT 1.05 366.50 384.83

Add 1% Cess for Labour Welfare 0.00

Rate per cum to be adopted in DPR cum 100,346.88

12 13.3 1300 & 2200 (i) Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

(A) Plastering with cement mortar (1:3 )

Taking output = 10 sqm

Cement mortar 1:3 (Rate as in Item 12.5) cum 0.144 3988.00 574.27

Mazdoor day 0.50 304.00 152.00

c) Overhead charges @ 0.2 on (a+b) 188.62

d) Contractor's profit @ 0.1 on (a+b+c) 113.17

Rate per 10 sqm (a+b+c+d) 1244.91

Carriage say 1245.00

Add:Carriage Charge for Sand Cum 0.0151 2,972.56 44.89

Add:Carriage Charge for Cement MT 0.00734 366.50 2.69

Add 1% Cess for Labour Welfare 1.67

Rate per sqm to be adopted in DPR sqm 168.77

13 13.5 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

B III. P.C.C grade M-20 Nominal mix 1:1.5:3

B PCC Grade M20

(p) Height upto 5m

Same as Item 12.8 (B) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, labour and machinery.

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (B) 2920.00

Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork 10.00 292.00

e) Overhead charges @ 0.2 on (a+b+c+d) 642.40

f) Contractor's profit @ 0.1 on (a+b+c+d+e) 385.44

Rate per cum (a+b+c+d+e+f) 4239.84

Add:Carriage Charge for Stone Agg Cum 0.90 3,796.24 3,416.62

Add:Carriage Charge for Cement Cum 0.344 366.50 126.08

Add:Carriage Charge for Sand Cum 0.45 2,972.56 1,337.65

Add 1% Cess for Labour Welfare 89.51

Rate per cum to be adopted in DPR cum 9,040.25

14 12.5 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

I. Brick masonary in 1:3 cement mortar

Taking output = 5 cum

Bricks Ist class each 2500.00 5.54 13850.00

Cement mortar 1:3 (Rate as in Item 12.5 A sub-analysis) cum 1.20 3988.00 4785.60

Mazdoor day 8.00 304.00 2432.00

c) Overhead charges @ 0.2 on (a+b) 4570.74

d) Contractor's profit @ 0.1 on (a+b+c) 2742.44

Cost for 5 cum = a+b+c+d 30166.86

Rate per cum (a+b+c+d)/5 6033.37

(ii) Rate for Brick Work in C. M. 1:3 in foundation 6033.00

(A) Cement Mortar 1:3 (1 cement : 3 sand)

Taking output = 1 cum

Cement tonne 0.51 6240.40 3182.60

Mazdoor day 0.90 304.00 273.60

Total Material and Labour = (a+b) say 3988.00

Add:Carriage Charge for Brick Nos 500 0.918 458.92

Add:Carriage Charge for Cement MT 0.1224 366.50 44.86

Add:Carriage Charge for Sand cum 0.252 2,972.56 749.09

Add 1% Cess for Labour Welfare 70.45

Rate per cum to be adopted in DPR cum 7,114.99

15 14.1 B RCC Grade M25:-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification

Case I Using Concrete Mixer

Taking output = 15 cum

Cement tonne 5.99 6240.40 37380.00

Coarse sand cum 6.75 494.00 3334.50

20 mm Aggregate cum 8.10 1186.00 9606.60

10 mm Aggregate cum 5.40 586.00 3164.40

Mazdoor day 20.00 304.00 6080.00

Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 283.00 1698.00

Generator 33 KVA hour 6.00 495.00 2970.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum 65122.00

For formwork and staging add the following:

14.1B Case I (i) For solid slab super-structure, 20-30 per cent of (a+b+c)

(p) Height upto 5m

Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum 65122.00

d) Formwork and staging 20 per cent of (a+b+c) 20.00 13024.40

e) Overhead charges @ 0.2 on (a+b+c+d) 15629.28

f) Contractor's profit @ 0.1 on (a+b+c+d+e) 9377.57

Cost for 15 cum = a+b+c+d+e+f 103153.25

Rate per cum = (a+b+c+d+e+f)/15 6876.88

B V. R.C.C grade M-25

Add:Carriage Charge for Stone Agg cum 0.90 3,796.24 3,416.62

Add:Carriage Charge for Cement MT 0.399 366.50 146.36

Add:Carriage Charge for Sand cum 0.45 2,972.56 1,337.65

Add 1% Cess for Labour Welfare 115.03

Rate per cum to be adopted in DPR cum 11,617.57

14 14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Taking output = 1 MT

HYSD bars including 5 per cent for laps and wastage tonne 1.05 72351.75 75969.34

Binding wire Kg 8.00 75.04 600.32

b) Labour for cutting, bending, tying and placing in position

Blacksmith day 3.00 408.00 1224.00

Mazdoor day 8.00 304.00 2432.00

Basic Cost of Labour & Material (a+b) 80367.00

c) Overhead charges @ 0.2 on (a+b) 16073.38

d) Contractor's profit @ 0.1 on (a+b+c) 9644.03

Rate per MT = a+b+c+d 106084.30

Add:Carriage Charge for HYSD bar MT 1.05 366.50 384.83

Add 1% Cess for Labour Welfare 1,022.25

Rate per cum to be adopted in DPR cum 103,247.72

15 14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Taking output = 1 cum

Cement concrete M30 Grade Refer relevant item of concrete in Item 14.1 excluding formwork cum 1.00 3316.00 3316.00

HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) tonne 0.075 49567.00 3717.53

Mazdoor for cleaning deck slab concrete surface. day 0.15 304.00 45.60

c) Overhead charges @ 0.2 on (a+b) 1415.83

d) Contractor's profit @ 0.1 on (a+b+c) 849.50

Rate per cum (a+b+c+d) 9344.45

R.C.C grade M-30

Add:Carriage Charge for Stone Agg cum 0.077 4,320.40 332.67

Add:Carriage Charge for Cement MT 0.038 366.50 13.93

Add:Carriage Charge for Sand cum 0.345 2,972.56 1,025.53

Add:Carriage Charge for Steel MT 0.018 366.50 6.60

Add 1% Cess for Labour Welfare 103.49

Rate per cum to be adopted in DPR cum 10,452.46

16 14.6 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.

Taking output = 2 x 24 m span = 48 m

i) M30 Grade Reinforced Cement Concrete cum 4.092 3316.00 13569.07

No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in Vertical posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202).

Add 5 per cent of above cost for form work for casting in casting yard. 678.45

ii) HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) tonne 0.865 49567.00 42875.46

Refer MoRTH SD / 202.

Add 5 per cent of (a) for handling and fixing of precast panels in position 2856.15

b) Overhead charges @ 0.25 on (a) 14994.78

c) Contractor's profit @ 0.1 on (a+b) 7497.39

Rate for 48 m (a+b+c) 82471.30

Rate per metre (a+b+c)/48 1718.15

V. R.C.C grade M-30

Add:Carriage Charge for Stone Agg cum 0.077 3,796.24 292.31

Add:Carriage Charge for Cement MT 0.038 366.50 13.93

Add:Carriage Charge for Sand cum 0.348 2,972.56 1,034.45

Add:Carriage Charge for Steel MT 0.018 366.50 6.60

Add 1% Cess for Labour Welfare 29.97

Rate per m to be adopted in DPR m 3,026.53

17 14.7 Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303

Brick on edge laid in cement mortar (1:3)

Cement mortar 1:3 (Rate as in Item 12.5) cum 0.40 3,988.00 1,595.20

Mason 1st Class day 0.80 408.00 326.40

Mazdoor (Unskilled) day 1.60 304.00 486.40

Bhisti day 0.20 304.00 60.80

c) Overheads @ 15% on (a+b) 790.64

d) Contractor’s profit @ 10% on (a+b+c) 606.15

Rate per cum = a+b+c+d 6,667.69

Add:Carriage Charge for Brick Nos 500.00 0.918 458.92

Add:Carriage Charge for Sand cum 0.252 2,972.56 749.09

Add:Carriage Charge for Cement MT 0.1224 366.50 44.86

Add 1% Cess for Labour Welfare 76.54

Rate per cum to be adopted in DPR Cum 7,730.69

18 14.9 2705 Drainage Spouts complete as per drawing and Technical specification

Taking output = 1 No.

Corrosion resistant Structural steel including 5 per cent wastage Kg 4.00 46.83 187.31 M-087/1000

GI pipe 100mm dia metre 6.00 44.28 265.68 M-056

GI bolt 10 mm Dia each 6.00 17.88 107.28 M-110

Galvanised MS flat clamp each 2.00 17.17 34.34 M-101

For fabrication

Skilled (Blacksmith, welder etc.) day 0.02 408.00 8.16 L-02 a

Mazdoor day 0.02 304.00 6.08 L-13

For fixing in position

Mazdoor day 0.20 304.00 60.80 L-13

Add @ 5 per cent of cost of material and labour for electrodes, cutting gas, sealant, anti-corrosive bituminous paint, mild steel grating etc. 34.17

c) Overhead charges @ 0.25 on (a+b) 179.38

d) Contractor's profit @ 0.1 on (a+b+c) 89.69

Rate per metre (a+b+c+d) 986.60

Add 1% Cess for Labour Welfare 9.48

Rate per to be adopted in DPR Each 957.00

19 14.10 2700 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Taking output = 1 cum

Concrete, Rate as per item No. 12.8 (A) excluding formworks cum 1.00 5168.99 5168.99

Rate per cum say 5169.00

Add:Carriage Charge for Stone Agg Cum 0.900 3,796.24 3,416.62

Add:Carriage Charge for Cement MT 0.275 366.50 100.79

Add:Carriage Charge for Sand cum 0.450 2,972.56 1,337.65

Add 1% Cess for Labour Welfare 98.17

Rate per cum to be adopted in DPR cum 9,915.47

20 14.11 1500,1600,1700 & 2704 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Taking output = 1 cum

Cement concreteM30 Grade Refer relevant item of concrete in item 12.8(G)by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) (Excluding OH & CP) cum 1.00 3315.00 3315.00 Item 12.8 (G)

( Refer relevant item of concrete in item No. 13.8 (G) except that form work may be added at the rate of 2 per cent of cost against 3.5 per cent provided in the foundation concrete. 66.30

HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) tonne 0.05 49567.00 2478.35 Item 14.2 A