Construction of INSPECTION BUNGLOW at PHED Staff Quarter, Sundarban near:- Mahavir Ghat, Patna under P.H.Division,Patna East, Patna for the year 2025-26..

TECHNICAL BID SHEET OF 02/2026-27(R1)

Name of Work Construction of INSPECTION BUNGLOW at PHED Staff Quarter, Sundarban near:- Mahavir Ghat, Patna under P.H.Division,Patna East, Patna for the year 2025-26.. Cost of Work as per BOQ(Rs in Lakhs) 483.06245 Time of Completion in months 18 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sanctioned Amount (in Lakh) 496.284 As per Technical Approval Date of Tender 31.12.2025

Sl No. Items Requirement Requirement Cl. No.

Name of the Contractor

Address of the Contractor

1 Bid Validity Bids shall remain valid for a period not less than 180days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 180 Days 15.1 Bid validity periods In days

2 Bid Security a)Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement, duly pledged in favour of the Executive Engineer, PHED Division, Patna East, Patna 16.1 Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 9.6700 Bid Security Amount - Rs. 0.00

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

(ii) Place of Registration.

(iii) Principal place of Business

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

4 Total value of civil engineering construction work performed in last five years. Achieved in any one year during the last five years, a minimum annual financial turnover (in all classes of civil engineering construction works only) volume of construction work of at least the amount equal to the 50% (fifty percent) of the estimated cost of the works for which bid has been invited. The turnover will be indexed at the rate of 8% for a year. The certificates attached in support of turnover attached shall have valid Unique Document Identification Number (UDIN). 241.53123 4.5A (a)

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

Escalation Factor= 1.47 0.00000

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

Escalation Factor= 1.36 0.00000

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

Escalation Factor= 1.26 0.00000

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

Escalation Factor= 1.17 0.00000

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

Escalation Factor= 1.08 0.00000 0.00000

5 Work Experience of Similar nature any one year during last five years Satisfactorily completed Similar nature works of value not less than 25% (Twenty Five Percent) of the estimated cost of at least one work for which the bid has been invited during last five years. 120.766 4.5A (b) Amount To be entered (Rs in Lakhs)

6 Bidding Capacity: Should be more than Available Bid capacity = (A x N x 3 - B)= Rs. _____, Where A= Maximum Value of work executed in any one year during last 5 yrs. , 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 12 months with countersigned by Competent Authority. 483.06245 4.7 Amount To be entered (Rs in Lakhs)

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

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

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required Nos. Max. Age Cl. 4.3 (d)] Annexure-I Nos./ Max. Age

Concrete Mixer with Integral weigh Batching facility 1 5

Vibrator (Plate & Niddle) 2 5

Water Tanker 1 5

Steel shuttering 2000sft 5

9 Key Personnel Rs.2-5 Crores 4.3(e) Annexure-II Name of the Personnel and Experience in years

Site Engineer B.E. (Civil) + 03 Years Exp. (3 years in Building Construction) or Diploma in Civil + 7 year Exp. In Building construction or retired A.E. 1

Site Supervisor Fresh Graduate in Civil or Diploma Civil + 02 Years Exp. or retired I.T.I Holder 1

10 Evidence of accesses to Financial Resources Evidence of access to or availability of credit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 48.306245 4.2(i) Amount To be entered (Rs in Lakhs)

11 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) 4.3 (l)

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

13 Affidavit Regarding statements made in the required attachments are true and correct. 12.1 (iv)

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. 25 % of B.O.Q.Amount 120.766 4.2(ii)

17 Character Certificate

18 Time of Completion 18 Months To be entered in months

QUALIFICATION INFORMATION

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

NAME OF THE CONTRACTOR

1 For Individual Bidders

1.1 Constitution or legal status of Bidder (Attach copy)

Place of registration :

Principal place of business :

Power of attorney of signatory of Bid (Attach)

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

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

NAME OF THE CONTRACTOR

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

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

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

 Attach certificate from Chartered Accountant.

1.3.2 Quantities of work executed as prime contractor, work performed in the past as a nominated sub-contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further that all other qualification criteria are satisfied (in the same name and style) in the last five years.

NAME OF THE CONTRACTOR

Year Name of the work Name of the Employer* Quantity of work performed

Remarks* (indicate contract Ref)

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

(A) Existing commitments and on-going works:

NAME OF THE CONTRACTOR

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

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

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

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

# Delete, if prequalification has been carried out.

(B) Works for which bids already submitted :

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

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

NAME OF THE CONTRACTOR

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

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

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

NAME OF THE CONTRACTOR

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

1.7 Proposed sub-contracts and firms involved. [Refer ITB Clause 4.3(k)]

NAME OF THE CONTRACTOR

Sanction of the works Value of Sub-contract Sub-contractor (Name & Address) Experience in similar work

Attach copies of certificates on possession of valid license for executing water supply/ sanitary work/ building electrification works [Reference Clause 4.5(d) & Clause 4.5(e)]

*1.8 Financial reports for the last five years: balance sheets, profit and loss statements, auditors' reports (in case of companies/corporation), etc. List them below and attach copies.

1.9 Evidence of access to financial resources to meet the qualification requirements: cash in hand, lines of credit, etc. List them below and attach copies of support documents.

1.10 Name, address and telephone, telex and fax numbers of the Bidders' bankers who may provide references if contacted by the Employer.

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

NAME OF THE CONTRACTOR

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

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

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

1.15 Quality Assurance Programme

2 Additional Requirements

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

(ii) Undertaking

*** (iii) Update of original prequalification application

*** (iv) Copy of original prequalification application

*** (v) Copy of prequalification letter

* Delete, if prequalification has been carried out.

** Fill the Name of Consultant.

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

Check List for Submission Of Tender

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

Name of the Bidder

Sl. No. Checklist Items (Attach Documents in Edit Attachment Folder) Document attached

1 BIDSECURITY PHOTO COPY

2 LAST 5 YEARS ANNUAL TURN OVER

3 EXPERIENCE Of SIMILAR NATURE Of W0RKS

4 QUANTITY OF WORK OF SIMILAR NATURE EXECUTED DURING LAST 5 YEARS)

5 BALANCE VALUE OF ON GOING WORKS

6 EXISTING COMMITMENTS

7 BANKER'S CERTIFICATE FOR ACCESS OF FINACIAL RESOURCES

10 LITIGATION HISTORY

11 PLANT and MACHINARIES

12 KEY PERSONNEL

13 Registration

14 Power of Attoney

15 Legal Status Of Bidder

16 PROGRAMME Of CONSTRUCTION

17 NOC FOR DEBAR

18 LABOUR LICENCE

20 GST CERTIFICATE

21 Character Certificate

22 Any other Documens required as per NIT/ Standard Bidding Documents Required

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

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

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

Signature & Seal of the Bidder

Financial Bid Sheet Group 1

Name of Work : - Construction of INSPECTION BUNGLOW at PHED Staff Quarter, Sundarban near:- Mahavir Ghat, Patna under P.H.Division,Patna East, Patna for the year 2025-26.

Date of Tender :- 25.05.2026

Estimated Cost:- Rs.48,306,245.00 966124.9

Earnest Money :- Rs.967,000.00

Time of Completion :- 18 Months

Cost of BSEDC Bid processing fee:- Rs.5,900.00

Cost of BOQ :- Rs.10,000.00

S.N. Particulars Qty Unit Rate Amount

1 Civil Work and P.H Work under Construction of Inspection Bunglow . 1 Job Each Rs.33,601,183.56 Rs.33,601,183.56

2 Construction of Boundary Wall. 1 Job Each Rs.1,898,264.92 Rs.1,898,264.92

3 Construction of Septik Tank 1 Job Each Rs.140,157.25 Rs.140,157.25

4 Rain Water Harvesting Pit & Disilting Chamber - 2 Nos. 1 Job Each Rs.413,159.35 Rs.413,159.35 Horticulture & Landscaping

5 Campus Development & Approach Road. 1 Job Each Rs.1,748,917.00 Rs.1,748,917.00

6 Horticulture & Landscaping. 1 Job Each Rs.2,375,923.33 Rs.2,375,923.33 ELECTRIC WORK

7 Fire Detection and Alarm System (Coventional) 1 Job Each Rs.330,532.23 Rs.330,532.23

8 Electric Work. 1 Job Each Rs.2,064,866.00 Rs.2,064,866.00

9 Lightning Arrester. 1 Job Each Rs.40,864.93 Rs.40,864.93

10 Solar Photo Vottaic Power Generation System. 1 Job Each Rs.305,300.00 Rs.305,300.00

11 Supplying and Installation of Lift of Passenger Capacity 8 Nos. 1 Job Each Rs.1,721,000.00 Rs.1,721,000.00

12 Supplying and Installation of Diesel Generating Sets. (250 KVA) 1 Job Each Rs.2,890,000.00 Rs.2,890,000.00

13 Telephone Conduit. (0.25% of Building Basic Cost Rs.28155223.00) 1 Job Each Rs.70,388.00 Rs.70,388.00

13 Consultancy Fees @ 1% of Estimated Cost +18% GST on Consultancy Fees 1 Job Each Rs.561,686.57 Rs.561,686.57

14 Quality Control @ 0.5% of 100 Lac @ 0.25% on Rest 1 Job Each Rs.144,001.39 Rs.144,001.39

Total Rs.48,306,244.52

1 Estimated cost Rs. ₹ 48,306,245.00 (A)

2 Cost of Govt. Material :- NIL NIL (B)

3 Name of the Contractor :-

4 Address of the Contractor :-

5 I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated cost. IN FIG.

Note :- 1.) Details of work is mentioned in Annexure -A (attached).

Note :- 2.) Bidders has to quote rate in Percentage High/Less/Estimated Cost only.

Executive Engineer P.H.Division, Patna East,Patna

Financial Bid Sheet Group 1

Name of Work : - Construction of INSPECTION BUNGLOW at PHED Staff Quarter, Sundarban near:- Mahavir Ghat, Patna under P.H.Division,Patna East, Patna for the year 2025-26.

Date of Tender :-

Estimated Cost:- Rs.48,700,721.00

Earnest Money :- Rs.974,100.00

Time of Completion :- 12 Months

Cost of BSEDC Bid processing fee:- Rs.5,900.00

Cost of BOQ :- Rs.10,000.00

Name and Address of the Bidder

DETAILED DESCRIPTION OF WORK

Part "A" :- Civil Work under Construction of Inspection Bunglow

Sl No SR Reference Item of Works Quantity Unit Rate Amount

1 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 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. 508.93 Cum 360.70 183570.00

2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 254.46 Cum 123.90 31528.00

3 2.28 Supplying and filling in plinth with local sand and under floors including, watering ramming consolidating and dressing complete. 276.03 Cum 287.30 79304.00

4 11. 72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per specification and direction of E/I 1004.89 Sqm 283.30 284685.00

5 5.9.1 Providing Centering and Shuttering including strutting, propping etc and removal of form for: foundations,footings,bases column 84.07 Sqm 211.60 17789.00

6 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4 (1 Cement; 2 coarse sand :4 graded stone aggregate 40 mm nominal size) 67.77 Cum 3998.10 270953.00

7 5.9.6 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Columns,Pillars, Piers, Abutments, Posts and Struts 757.06 Sqm 494.40 374290.00

8 5.33.1.1 Providing and laying in position machine batched, machine mixed andnmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-25 grde reinforced cement concrete All works above plinth level upto floor V level 192.76 Cum 5063.40 976027.00

9 5.9.5 Providing Centering and Shuttering including strutting, propping etc and removal of form for: G.beam Lintels, beams, plinth bams, griders, bressumers and contilevers. 1481.57 Sqm 404.70 599592.00

10 6.1.14C Providing fly Ash brick works (1:6) in in Fdn. And Plinth 111.39 Cum 4923.00 548379.00

11 5.33.2.1 Providing and laying in position specified grade of reinforced cement concrete M25 Mix in Foundation and Plinth excluding the cost of centring ,shuttering, finishing an reinforcement - 85.71 Cum 5863.20 502557.00

12 5.9.19 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Chhajja 66.27 Sqm 550.90 36510.00

13 5.9.7 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Stairs,(excluding landings) except spiral-staircaces. 64.25 Sqm 439.90 28262.00

14 5.9.3 Providing Centering and Shuttering including strutting, propping etc and removal of form for: Suspended floors, roots, landings, balconies and access platform. 1261.21 Sqm 437.50 551778.00

15 5.9.16.1 Providing Centering and Shuttering including strutting, propping etc and removal of form for:Edges of slabs and breaks in floors and walls- 575.50 Mtr 130.20 74930.00

16 5.33.2.1 Providing and laying in position machine batched, machine mixed andnmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-25 grde reinforcd cement concrete Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. 319.70 Cum 5863.20 1874443.00

17 5.22.7A Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete.

18 6.1.14C+6.3C Providing fly Ash brick works (1:6) in super structure. 288.34 Cum 5765.20 1662353.00

19 6.1.12C + 6.3C Providing fly Ash brick work in 6 m (1:4) in super structure. 138.75 Cum 5958.50 826759.00

20 8.5 Extra for providing opening of required size & shape for wash basins /kitchen sink in kitchen platform. Vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing,moulding and polishing of cut edges etc. complete. 20.00 Nos 828.20 16564.00

21 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. 95.00 No 174.60 16587.00

22 13.11.4 12 mm cement plaster of mix:1:6 (1 cement: 6 coarse sand) 3059.35 Sqm 141.50 432898.00

23 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix.1:4(1 cement: 4 coarse sand ) 1318.07 Sqm 176.40 232507.00

24 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) 1168.92 Sqm 125.60 146816.00

25 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with floating coat of neat cement 195.79 Sqm 203.60 39862.00

26 13.80A.2 Providing and applying white cement based Putty of avg. 2mm thick 5546.33 Sqm 105.40 584583.00

27 13.78.2 Applying Priming coat of distemper Primer 4228.26 Sqm 38.70 163634.00

28 13.77A.1 Distempering with Oil bound washable distemper…do..do etc. 4228.26 Sqm 56.60 239320.00

29 13.46.1 Finishing walls with Acrylic smooth exterior paint…do..do etc. 1318.07 Sqm 137.00 180575.00

30 22.3 Providing and Laying Water Proofing treatment to Vertical & Horizontal 78.16 Sqm 480.60 37562.00

31 22.8.1 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) 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 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. (a) 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. (c) After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed 635.08 Sqm 850.70 540262.00

32 11.20.2 Providing Precast terrazo tiles 22 mm thick…do..do etc 59.98 Sqm 953.10 57167.00

33 8.2.2.2 Providing and fixing 18 mm thick gang saw cut do - do all complet job 146.94 Sqm 4401.20 646694.00

34 8.3.2 Extra for Providing Edge moulding to 18 mm ..do…do 449.28 Mtr 260.10 116858.00

35 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. 602.18 Sqm 795.00 478735.00

36 11.40 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete 141.88 Sqm 1414.00 200614.00

37 11.41.2 Providing and Laying Vitrfied floor tiles…do..do etc 812.16 Sqm 1638.80 1330965.00

38 11.47.2 Providing and Laying Vitrfied floor tiles…do..do etc

Skirting 91.92 Sqm 1333.30 122551.00

39 10.15.2.1 Providing and fixing pressed steel door confirming Profile C. 192.99 Mtr. 432.60 83487.00

40 9.21.1 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including stainless steel butt hinges with necessary screws sqm 101.51 Sqm 1775.30 180211.00

41 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) 101.51 Sqm 401.40 40746.00

42 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm mS gusset plates at the junction and corners. all necessary fittings completejncluding applying a priming coat of approved steel primer. 33.46 Sqm 3653.00 122240.00

43 9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete 60.00 No 639.40 38364.00

44 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5 mm,made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. 120.73 M 379.40 45806.00

45 9.120.1 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined 39.03 Sqm 2293.40 89519.00

46 9.147D.1 Providing and fixing factory made uPVC white colour sliding glazed window upto 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 and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 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 siliconsealent 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.

9.147D.2 Three track panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 228.90 Sqm 9471.00 2167944.00

47 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding 3433.55 Kg 144.50 496148.00

48 13.81.3 Applying priming coat:With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 433.17 Sqm 34.60 14988.00

49 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 487.29 Sqm 84.50 41176.00

50 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.). 1417.68 Kg 546.80 775189.00

51 10.3 Providing and fixing in position collapsible steel shutter do - do all complet job 14.22 Sqm 6303.40 89630.00

52 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

53 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:

54 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

55 9.101.2 Providing and fixing aluminium hanging floor door stopper, ISI marked, 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. 34.00 Nos 60.80 2067.00

Part "B" :- P.H.Work under Construction of Inspection Bunglow

56 Construction of 150mm x 100mm x 125m deep Twell. 1.00 No. 279342.00 279342.00

57 Construction of Twell Chamber. 1.00 No. 14535.00 14535.00

58 Supply, installation & commissioning of single phase 3 H.P submersible motor pump set with all accessories including extension of L.T. line from nearest source up-to pumping station. 1.00 Nos 105000.00 105000.00

58 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 : 5.00 Nos 4470.90 22355.00

59 17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 12.00 Nos 5504.30 66052.00

60 12.39 Making khurras 45 x 45 cm do - do all complet job 6.00 Nos 189.40 1136.00

61 S.E BCD Ltr No-65अनु dt-19.01.22 Providing and fixing hand faucet 12.00 Nos 1000.00 12000.00

62 17.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 4.00 Nos 6469.00 25876.00

63 17.7.1+17.8 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 18.00 Nos 4264.40 76759.00

64 17.10.1.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required : 2.00 Nos 5231.50 10463.00

65 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 6.00 Nos 325.10 1951.00

66 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 18.00 Nos 1068.50 19233.00

67 17.34.1 Providing and fixing toilet paper holder :C.P. brass 12.00 Nos 550.70 6608.00

68 17.73.2 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.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 17.00 Nos 424.00 7208.00

69 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. 17.00 Nos 204.70 3480.00

70 12.78 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.

71 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

A 12.79.1.1 Coupler

B 12.79.3 Single Tee with Door

72 18.12 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

73 18.8 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 jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

74 18.16 Providing and fixing brass stop cock of approved quality :

75 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :

76 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

77 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

78 4.17 Providing Plinth Protection 750 mm wide do - do all complet job 117.47 Sqm 436.60 51288.00

79 6.47A Providing 250 mm wide brick drain do - do all complet job 130.52 Mtr. 1087.90 141997.00

80 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. 20000.00 Ltr 9.70 194000.00

81 18.58.2.1 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 20.00 Nos 169.70 3394.00

82 18.62.4 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.40 mm nominal bore, 206mm long, weighing not less than 690 gms 25.00 Nos 653.40 16335.00

83 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 35.00 Nos 434.20 15197.00

84 19.32.1 Making soake pit 2.5 dia m 3 m deep etc. 2.00 Nos 33603.40 67207.00

85 18.50.1 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore 25.00 Nos 715.10 17878.00

86 18.53.1 P/V and Fixing C.P brass angle Valve basine Mixer 20.00 Nos 500.40 10008.00

87 Carriage of Materials

a) Bricks ( 7 Km. Pucca & 1 Km. Kaccha) 298420 %o 1139.38 340014.000

b) Stone Chips (195 Km Surfaced and 5 Km Unsurfaced) 568.76 cum 4291.17 2440646.00

c) Coarse sand (44 Km Pucca and 1 Km Kachha) 551.71 cum 1160.62 640326.00

d) Local Sand (3 km) 1019.96 cum 310.14 316330.00

88 Extra Cost of Supply of Materials

a) Cement 6720 Bags 10.38 69754.00

Add 5.36% GST Difference 1709399.62

Total Part A+ Part B 33601183.56

Part "C" :-Construction of Boundary Wall

1 2.8 Earth work in excavation in foundation trenches or drains (not exceeding 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. 116.325 M³ 360.7 41958.4275

2. 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 11.565 M³ 287.3 3322.6245

3. 11.72 Providing designation 100 A 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/l. 77.1 M² 283.3 21842.43

4. 4.1.3 Providing and laying in position cement concrete of specified grade of Mix (1:2:4) exluding the cost of centering and shuttering-all work upto plinth level. 4.3621875 M³ 3998.1 17440.46184

5. 5.33 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.

5.33.1.1 All works up to plinth level 31.2625 M³ 5063.4 158294.5425

6. 5.33 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 grade reinforcd cement concrete. 20.2635 M³ 5863.2 118808.9532

5.33.2.1 All works above plinth level upto floor V level

7. 5.9 Providing Centring and shuttering including strutting, propping etc. and removal of form for all complete.

5.9.1 For Foundation 42.24 M² 211.6 8937.984

5.9.5 For Beam, Lintel etc. 86.1 M² 404.7 34844.67

8. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

9. 6.1.12C+ 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement Mortar 1:4 (1 cement: 4 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum 32.4375 M³ 5958.5 193278.84375

10. 13.11.4 Providing 12 MM cement plaster of Mix 1:6 ( 1 cement: 6 coarse sand) over wall etc. all complete jobs. 634.4675 M² 141.5 89777.15125

11. 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade

13.46.1 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) 634.4675 M² 137 86922.0475

12. 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc 1269 Kg 161.1 204435.9

Grill Over Boundary

13. 13.93 Painting with synthetic enamel paint of approved brand and Manufacture to give an even shade:

13.93.1 Two or More coats on new work 26.64 M² 84.5 2251.08

14 Carriage of Materials

i Coarse Sand ( Lead 44+1 KM) 42.29 M³ 1160.62 49082.6198

ii Stone Chips ( Lead 195+5KM) 47.68 M³ 4291.17 204602.9856

15 Extra Cost of Materials

ii Cement 540 Bag 10.38 5605.2

Add 5.36% GST Difference 96570.8047

Total Part C 1898264.92

PART - D CONSTRUCTION OF SEPTIC TANK - 6.40 x 1.52M

1 2.8.1 Earth work in exacavation in foundation trenches. 23.74 M³ 360.70 8562.00

2 2.28 Supplying and filling in plinth with local sand and under floors including watering ramming consolidating and dressing complete job. 1.46 M³ 287.30 419.00

3 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royaltiy all complete as per building. 9.73 M² 283.30 2756.00

4 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:2:4(1 CeMent: 2 coarse sand:4 graded stone aggregate 20 MM nominal size). 0.73 cuM 3998.10 2919.00

5 6.1.12C B/W with fly ash bricks in foundations and plinth with CM(1:4). 9.49 M³ 5116.30 48552.00

7 5.1.3 Providing and laying in position specified grade of reinforced ceMent concrete excluding the cost of centring,shuttering,finishing and reinforceMent-All work puto plinth level:1:2:4 (1 ceMent:2 coarse sand:4 graded stone aggregate 20MM noMinal size). 1.22 M³ 4232.40 5147.00

8 5.1.1 Providing and laying in position specified grade of reinforced ceMent concrete excluding the cost of centring,shuttering,finishing and reinforceMent-All work puto plinth level:1:1:2 (1 ceMent:1 coarse sand:2 graded stone aggregate 20MM noMinal size) 1.23 M³ 5961.90 7348.00

8 5.22 Reinforcement for RCC work

9 5.9 Centring & Shuttering in Foundation

10 13.17.1 Providing 12 MM thick plaster (1:3) with a floating coat of neat cement 43.23 M² 203.60 8801.00

11 13.11.1 Providing 12 MM thick plaster (1:3) 16.54 M² 164.30 2717.00

12 Carriage of Materials

Local sand 1.46 M³ 310.14 453.00

Coarse sand 6.84 M³ 1160.62 7940.00

Stone Chips 3.47 M³ 4291.17 14887.00

13 Extra Cost Of Materials

Cement 61.16 bags 10.38 635.00

Total 133027.00

Add 5.36% Gst Difference 7130.25

Total Part D 140157.25

PART E- Rain Water Harvesting Pit & Disilting Chamber - 2 Nos.

1 2.6.1 Earthwork in excavation in foundation trenches. do - do all complet job 81.57 M³ 314.90 25685.97

2 2.27.1 Extra for every additional lift of 1.5 m or part there of in 37.08 M³ 49.40 1831.59

3 2.28 Supplaying and filling Local Sand do - do all complet job 2.73 M³ 287.30 785.02

4 11.72 Providing 100A B/F soling do - do all complet job 18.22 M² 283.30 5160.60

5 4.1.3 Providing P.C.C (1:2:4) do - do all complet job 1.37 M³ 3953.40 5401.14

6 5.1.2 Providing and laying in position mixed design mix M-20 grade above Plinth do - do all complet job 3.34 M³ 4630.90 15474.44

7 5.9.3 Centring and Shuttering in roof do - do all complet job 26.73 M² 437.50 11695.47

8 Reinforcement for R.C.C Work do - do all complet job

9 Brick work CM (1:6) with fly ash bricks in foundations and plinth. do - do all complete job 21.51 M³ 4923.00 105875.27

10 13.11.2 Providing 12 mm CP (1:4) do - do all complet job 50.80 M² 152.90 7767.32

11 13.26 Providing net cement punning do - do all complet job 50.80 M² 40.50 2057.40

12 11.76 Providing well burnt brick bats & jhama do - do all complet job 14.13 M³ 3389.29 47890.67

13 19.19.4.1 Providing and fixing in position pre-cast R.C.C. manhole cover 560 mm dia do - do all complet job 20.00 M² 1393.20 27864.00

14 24.1.1.1 Boring/drilling bore well of required dia for casing pipe do - do all complet job. (300 mm dia.) 26.00 Mtr. 486.80 12656.80

15 24.3.2 Supplying, assembling, lowering and fixing uPVC pipe do - do all complet job. (150 mm dia.) 6.00 Mtr. 660.10 3960.60

16 24.4.2 Supplying, assembling, lowering and fixing uPVC screen pipe do - do all complet job. (150 mm dia.) 20.00 Mtr. 673.50 13470.00

17 24.5 Supplying , filling, spreading & leveling stone size 5 cm to 20 cm do - do all complete job 0.40 M³ 1188.90 475.56

18 24.6 Supplying , filling, spreading & leveling gravels of size 5 cm to 10 cm do - do all complete job 0.40 M³ 1195.60 478.24

19 24.7 Supplying , filling, spreading & leveling coarse sand of size 1.5 mm to 2 mm do - do all complete job 0.80 M³ 1195.60 956.48

20 24.8 Gravel packing in tubewell do - do all complete job 1.40 M³ 1343.20 1880.48

21 24.9 Providing and fixing factory made precast RCC perforated drain covers, do - do all complete job 2.00 Nos. 1213.20 2426.40

22 24.12 Development of tube well in accordance do - do all complete job 12.00 hrs 916.80 11001.60

23 24.13.2 Providing and fixing suitable size threaded mild steel cap do - do all complete job. (150 mm dia) 2.00 Nos. 210.70 421.40

24 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing do - do all complete job. 2.00 Nos. 1531.40 3062.80

25 24.15.2 Providing and fixing Ball plug/ Bottom plug. do - do all complet job. (150 mm dia.) 2.00 Nos. 281.80 563.60

26 19.16 Providing orange colour safety foot rest of minimum 6mm thick do - do all complete job 32.00 Nos. 310.90 9948.80

27 Carriage of Materials

(ii) Coarse Sand 8.60 M³ 1160.62 9977.63

(iii)Stone Chips 4.06 M³ 4291.17 17406.05

(iv) Local Sand 3.01 M³ 310.14 932.17

28 Extra Cost of Materials

(i) Cement 72.71 Bags 10.38 754.70

Total 392140.61

Add 5.36% Differenece 21018.74

Total Part E 413159.35

PART F- Campus Development & Approach Road

1 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 1279.60 Cum 123.90 158543.00

2 23.2+ 23.8 Supplying and stacking of good earth at site including royalty but excluding carriage (earth measusred in stacks will be reduced by 20% for payment).and Spreading of Earth 1279.60 Cum 173.60 222139.00

3 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 275.09 Sqm 90.70 24951.00

4 16.78.1 Construction of Granular Sub-base by Providing close graded material Conforming to Specification mixing in Mechanical mix Plant at OMC Carriage of Mix material by tipper to work site for all lead and lift.

With material conforming to Grade-1 ( Size range 75mm to 0.075 mm) having CBR value-30 41.91 Cum 1310.40 54925.00

5 R.C.D 8.02 (ii) Cast in Situ Cement Concrete M 20 Kerb with Channel (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 M15 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 409). PCC M20 for Kerb Cast in situ. 73.17 M 264.30 19339.00

6 16.8 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 specifications, 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, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer- incharge. 20.96 Cum 2054.30 43052.00

7 16.43.1 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Cement concrete prepared with batch mixing machine. 55.33 Cum 5585.50 309030.00

8 Carriage of Materials

(a) Coarse Sand 33.64 cum 1160.62 39043.00

(b) Stone Chips 100.26 cum 4291.17 430233.00

9 Difference cost of Materials

(a) Cement 767.00 Bags 10.38 7961.00

Total 1659944.00

Add 5.36% Differenece 88973.00

Total Part F 1748917.00

PART G - Horticulture & Landscaping

1 23.10.3 Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed.In rows 5 cm apart in either direction. 6742.13 Per 100 Sqm 1027.40 69269.00

2 23.14 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20 % 1 part of stacked volume of manure after reduction by 8 % ) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure sludge or extra good earth if needed to be paid for separately)

a 23.14.1 Holes 1.2 m dia. And 1.2 m deep. 100.00 Each 536.50 53650.00

b 23.14.2 Holes 60 cm ciia. And 60 cm deep. 100.00 Each 69.30 6930.00

3 23.14 Plantation of trees & Shrubs/ creeps.

a N.S Trees 100.00 Each 200.00 20000.00

b N.S Shrubs / Creeps 100.00 Each 100.00 10000.00

4 23.16 Providing and fixing M.S. fiat iron tree guard 60 cm dia. And 2 m high above ground level formed of 4 nos. 25x6 mm and 8 nos. 25x3 mm vertical M.S. flats hvetted to 3 nos. 25x6 mm M.S. flat iron rings in two halves, bolted together with 8 mm dia. And 30 mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects. 10.00 Each 3597.70 35977.00

5 2.28 Providing Local sand filling in Foundation and Plinth with all Complete Jobs… do…do etc with all complete jobs 156.58 Cum 287.30 44985.43

6 11.79.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required trength,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 50mm 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:(a) 80 mm thick c.c. paver block of M-35 grade with 2055.29 Sqm 956.40 1965679.36

7 (a ) Carriage of L/Sand 156.58 Cum 310.14 48561.72

Total 2255052.51

Add 5.36% Differenece 120870.81

Total Part G 2375923.33

PART H - FIRE DETECTION AND ALARM SYSTEM (CONVENTIONAL)

1 17.1.9 Supplying, installation, testing and commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required.

2 17.1.3 Supplying, installation, testing and commisioning of manual call boxes of MS construction in surface/recess with stainless steel chain hammer assembly complete with glass and push button etc. as required. 2 Each 474.00 948.00

3 17.1.7 Supplying, installatio, testing and commisioning of fire alarm sounder with facility to make announcement, mounted in ABS box with hinged cover plate and suitable for operation with amplifier i/c line matching transformer etc. complete as required. 2 Each 491.00 982.00

4 NS-1 ISI marked (IS:2878) Portable fire Extinguisher, Carbon-dioxide type flat base including valve, discharge hose of not less than 10 mm dia. 1m long & complete in all respects including initial fill with C02 gas confirming to IS:307-1966 filled to a filling ratio of not more than 0.667of not more than 0.667and wall suspension bracket.

Capacity 4.5 Kg 15.00 Each 16,500.00 247500.00

5 NS-2 'ABC' stored pressure type Dry Chemical Powder (Mono-Ammonium Phosphate ) 6 kg fire extinguisher with fixing hangers, hose, brackets, screws to required size etc., complete as per IS:14609.

Capacity 6 Kg 15.00 Each 3,200.00 48000.00

Total 313717.00

Add 5.36% Differenece 16815.23

Total Part H 330532.23

PART I- ELECTRIC WORK

1 1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.l. box etc as required.

Light Point- 179

Fan/Ex./wall-Fan point 75

call bell point 18

2 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS 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. 585 per mtr 309.00 180765.00

3 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 2 X 1.5 sq mm+1X1.5 sq mm earth wire (c.w on pt.) 480 per mtr 201.00 96480.00

4 1.7.1 2 X 1.5 sq mm+1X1.5 sq mm earth wire (5A D.S pt.) 540 per mtr 201.00 108540.00

5 1.7.2 2 X 2.5 sq mm + 1 X 2.5 sq mm (For computer) 260 per mtr 246.00 63960.00

6 1.7.3 2 X 4 sq mm + 1 X 4 sq mm (for A.C.pt.) 260 per mtr 309.00 80340.00

7 1.7.11. 4 X 6 sq mm + 1 X 6 sq mm (for Light DB) 75 per mtr 660.00 49500.00

8 1.7.12 4 X 10 sqmm + 1 X 6 sqmm earthwire (for Power. DB) 70 per mtr 925.00 64750.00

10 1.15 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed PVC conduit as required

1.15.1 1x1.5 sq.mm (for inverter) 350 p.mtr 38.00 13300.00

11 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.

12 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/,switch box including connections but excluding modular plate etc. as required. 47 each 358.00 16826.00

13 1.16 Supplying and drawing following pair 0.5 sq. mm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/ recessed PVC conduit as required.

14 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. 20 each 34.00 680.00

15 1.27 Supplying and fixing following size/ modules, GI box along with modular base and cover plate for modular switches in recess etc as required.

16 1.31 Supplying and fixing suitable size G.I. Box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connections etc. As required. 23 each 414.00 9522.00

17 1.32 Supplying and fixing suitable size Gl 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 as required. 39 each 531.00 20709.00

18 1.33 Supplying and fixing 2 pin, 5/6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 203 each 64.00 12992.00

19 1.34 Supplying and fixing batten/angle holder including connection etc as required. 69 each 80.00 5520.00

20 1.37 S/F electronic ding dong call bell suitable for single phase 230 volts complete bell as required. 18 each 240.00 4320.00

21 1.53 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 amps modular socket outlet and 25 amp modular SP MCB 'C' curve, including connections, painting etc. as required. 17 each 683.00 11611.00

22 1.55 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 amps modular socket outlet and 2 nos. 5/6 amps modular switch, connection etc. as required. 36 each 632.00 22752.00

23 1.57 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 4 nos. 5 pin 5/6 amps modular socket outlet and 4 nos. 5/6 amps modular switch, connection etc. as required. 4 each 1064.00 4256.00

24 2.9 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required .(but without MCB/RCCB/Isolator)

2.9.1 4 way (4+12) double door, horizontal type 9 each 4184.00 37656.00

25 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.

2.12.1 6 A to 32 A, Single pole 108 each 237.00 25596.00

26 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.

27 2.33 Supplying and fixing following ways, surface/recess mounting, Vertical three phase distribution board ( VTPN DB's ) of CRCA sheet steel, dust protected, duly powder painted suitable for upto 160 amp, four pole MCCB as Incomer and SP/TP MCB's as outgoing inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's etc as required. (but without MCCB & MCBs)

2.33.1 4 way, Double door, I/C 160A, MCCB 2 each 12107.00 24214.00

28 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.

29 2.4 P/F following capacity rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubical panel board including drilling holes in cubical panel, making connections etc. as required.

30 3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc. as required. 2 per set 16675.00 33350.00

31 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. 40 meter 144.00 5760.00

32 5.4 Supplying and fixing replaceable compact commercial batten suitable for Single T8 LED tube complete with 20 watt LED polycarbonate T8 tube with built in driver etc. directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. 98 each 834.00 81732.00

33 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required.

34 5.14 Supplying & fixing following types LED street light with minimum efficacy 100 Im/w in die cast aluminium housing, toughened glass, IP 66 protection and complete with electronic driver etc. on pole/building including connection earthing the body etc. as reqd.

35 8.5 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. 10 per set 1038.00 10380.00

6.1 Supplying & fixing of following types lamp in the existing electrical fitting/fixtures etc. As reqd.

36 6.1.5 12 watt LED lamp 69 each 239.00 16491.00

37 8.16 Supply and installation of regular/standard model A.C. ceiling fan of 1400 mm sweep with service value (CM/MM) minimum 4.10, Air delivery minimum 245 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. 47 each 2838.00 133386.00

38 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required.

39 8.19 Supply and installation of 400 mm, 230 V A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required. 14 each 3670.00 51380.00

40 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.

b 7.7.12 120 sq.mm, 3.5 core (MAIN SERVICE CABLE) 100 per mtr 1186.00 118600.00

c 7.4.2 Above 35 sq. mm and upto 95 sq. mm (Clamped with 25 x 3 mm MS flat clamp) 85 p/mtr 109.00 9265.00

41 8.2 Supply and installation of 600 mm, 230 V A.C. wall mounted Air circulator, heavy duty fan including fixing the bracket, making connection, testing, commissioning etc as required. 2 each 6399.00 12798.00

42 8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting ofapproved shade after 7 tank treatment process, cable alley,internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator,ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc. 16 Sq.ft 1809.00 28944.00

43 1826 Copper strip/tape of different sizes 12 kg 612.00 7344.00

44 8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. 1 p.mtr 6536.00 6536.00

45 2.4 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

46 2.12 S/F following rating, 240/415 volts, 'C' curve circuit breaket suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commossioning etc. as reqd.

47 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required.

48 2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.13.3 40 A to 63 A, double pole 8 each 1198.00 9584.00

49 7.9 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required.

50 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.

Total Part I 2064866.00

PART J- For Lightning Arrester

1 4.2 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 2 Each 416.00 832.00

2 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. 4 Each 81.00 324.00

3 4.7 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 horizontal run) 100 Metre 102.00 10200.00

4 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) 50 Metre 145.00 7250.00

5 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. 2 Each 102.00 204.00

6 3.2 Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. With charcoal and salt as required. 2 Set 6323.00 12646.00

7 3.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble as reqd. 40 p.mtr 37.00 1480.00

8 3.15 Providing and fixing 25 mmX 5 mm G.I. strip on surface or in recess for connection etc. as required. 30 Metre 195.00 5850.00

Add 5.36% Differenece 2078.93

Total Part J 40864.93

PART K - SOLAR PHOTO VOLTAIC POWER GENERATION SYSTEM

1 DSR Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specification as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- (a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, Conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2, Solar Photovoltaic Module conversion efficiency shall not be less than 16.5% PV modules used in solar power plants/systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. (b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. (c) Data Monitoring System complete with accessories. (d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. (e) Lightning and surge voltage protection. (f) Connections and interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kv grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. 5 KWp 61060.00 305,300.00

PART L - INSTALLATION OF LIFT

1 DSR Supplying and Installation of Lift of Passenger Capacity 8 Nos. 1 Job 1721000.00 1,721,000.00

PART M - DIESEL GENERATING SETS

1 DSR Supplying, installation, testing and commissioning of DG sets, AMF panel, bus ducting / cables from DG sets to essential panel, DG set enclosure room sound insulation/ ventilation / smoke exhaust as required, earthing of DG set system, control cabling, fuel tank / piping, DG set exhaust piping / exhaust chimney as per CPCB norms, civil works connected witH DG sets including foundation as required. 250 KVA 11560 2890000.00

Total 2890000.00

PART N - TELEPHONE CONDUIT

1 DSR Telephone Conduit. (0.25% of Building Basic Cost Rs.28155223.00) 1 Job 70388 70388.00

Total (Part A+PartB+PartC+PartD+PartE+PartF+Part G+Part H+Part I+PartJ+Part K+Part L+Part M+Part N) 47600556.565

Consultancy Fees @ 1% of Estimated Cost +18% GST on Consultancy Fees 561686.57

Quality Control @ 0.5% of 100 Lac @ 0.25% on Rest 144001.39

Grand Total 48306244.52

Executive Engineer

P.H. Division, Patna East,Patna

Executive Engineer

P.H. Division, Patna East, Patna

Rate Quoted by Tenderer

(i) ------------------------- % above as per Estimated Rate

(ii) ------------------------- % below as per Estimated Rate

(iii) As per Estimated Rate.

Executive Engineer

P.H. Division, Patna East, Patna