JJM - Steel Bridge and Lanscaping work

KERALA WATER AUTHORITY

PARTICULARS SHOWING STATUS OF TENDERER

4.1.1 Name of Tenderer

(a) Permanent :

(b) Present for communication :

(c) (c) E-mail ID / Fax / Telephone

4.1.3 Status of the tenderer/individual or public Ltd. Co. or Private Ltd Co. or registered Partnership concern or proprietary concern

4.1.4 Name and address of Chairman of Board of Directors and Managing Director/Managing Partner (in case of partnership concern) or Proprietor (in case of proprietary concern). [Memorandum of Articles and Authorization/ Partnership deed]

4.1.5 Whether the tenderer is a registered contractor of KWA/ any State / Central Government Department. (CPWD, MES, Railway etc) or local bodies (ie Port Trust, District Board, Municipality or a statutory body) with Reg. No. and year and issuing authority

4.1.6 Name and address of two responsible persons (preferably Senior Engineers / Officers of a Government Department, Quasi Government organization or a local body), to whom reference can be made regarding experience and performance

4.1.7 Whether Authorization to act on behalf of the firm presented or not

(OFFICE SEAL) SIGNATURE WITH NAME AND DESIGNATION

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KERALA WATER AUTHORITY

PARTICULARS OF MAJOR WORKS COMMENCED AND COMPLETED BY THE TENDERER AND HIS PARTNERS/ASSOCIATES DURING THE PAST TEN YEARS INCLUDING WORKS IN KERALA WATER AUTHORITY

USE SEPARATE PHOTOCOPIED SHEET FOR EACH PARTNER

Name Of The Tenderer

Sl No Full particulars of works similar to the present tender Contract amount as per award Date of agreement Actual amount on completion Original completion time (as per agreement) Actual completion time (certificate of completion from the authority concerned showing the relevant details to be enclosed) Name and address of the Authority for whom the work was carried out The exact nature of association of the tenderer with the contractor who carried out the work

Name of Tenderer SUPERINTENDING ENGINEER

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Note:-In the case of Joint Venture the details sholud be given in separate forms for each partner.

KERALA WATER AUTHORITY

PARTICULARS OF MAJOR WORKS IN HAND WITH THE TENDERER AND HIS PARTNERS /ASSOCIATES /CONSULTANTS INCLUDING WORKS IN KERALA WATER AUTHORITY

USE SEPARATE PHOTOCOPIED SHEET FOR EACH PARTNER

Name Of The Tenderer

Sl No Name of Work Accepted PAC (Rs. in lakhs) and date of Agreement Date of completion as per Agreement Anticipated date of completion Present stage of work as on date of tender (Financial progress) Cost of completed work (Rs in lakhs) Cost of remaining work(Rs in lakhs) Name and address of the authority for whom the work is done Other information if any

Name of Tenderer SUPERINTENDING ENGINEER

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Note:-In the case of Joint Venture the details sholud be given in separate forms for each partner.

KERALA WATER AUTHORITY

STATEMENT SHOWING THE VALUE OF WORKS TAKEN UP, COMPLETION TIME OF WORKS DURING THE PAST TEN YEARS INCLUDING WORKS IN KERALA WATER AUTHORITY

USE SEPARATE PHOTOCOPIED SHEET FOR EACH PARTNER

Name Of The Tenderer

Sl No Name & Nature of work Place and location of work Agency /Authority for whom work was done (give also designation of the officer tendering the work and order No: Date of Agreement Value of completed work Period of completion as per agreement Actual period of completion Other relevant details

Name of Tenderer

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Note:-In the case of Joint Venture the details sholud be given in separate forms for each partner.

KERALA WATER AUTHORITY

IDENTIFICATION AND FINANCIAL DATA SHEET

1 Name of tenderer/ firm

2 Nationality /Country of incorporation

3 Type of incorporation (Necessary documents duly attested should be attached as proof of registration)

4 Year of incorporation for registered firms. (In case of individuals,date of obtaining A class lisence to carry out the work)

5 Registered office / Head office Address

6 Local office address

7 Principal officers who manage the work from head office

No: Name Title / Position Date appointed

8 Principal Officers in Local / Site Office

No: Name Title / Position Date appointed

9 Local associate firms or agents

10 Total liabilities Rs.

11 Total assets Rs.

12 Current liabilities Rs.

13 Bank overdrafts (Current) Rs.

14 Net worth (from latest balance sheet) Rs.

15 Annual turnover for last three years ( to be given separately for each year)

SECOND YEAR Rs.

(a) Average Annual Turn Over Rs.

16 Share holders / own funds Rs.

17 Liquid assets Rs.

18 Stock outstanding Rs.

19 Current assets Rs.

20 Bank reference (attach separately) Rs.

21 Current credit resources / OD facility Rs.

22 Solvency amount Rs.

23 Bonding capacity Name of institution(s) Bondable amount Rs.

24 Member of consortium from Republic of India, if any Date of establishment of consortium

25 Value of usual contracts for which firm would tender

Note: 1. In case the tenderer is not a public limited company, solvency certificate from a Nationalised / Scheduled Bank shall be furnished in Q4A.

2. All the data furnished above shall be as at 30 days or less number of days prior to the last date of submission of bid.

TENDERER SUPERINTENDING ENGINEER

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KERALA WATER AUTHORITY

FORM OF CERTIFICATE

Based on the collateral security produced on movable and immovable property of following descriptions appended to this certificate, I (name) -------------------------- (designation)------------------ of ----------------------- --- Bank -------(place)------------------ hereby certify in my official capacity that Sri./ Smt. (name and address)-------------------------- --- --- ---------------------------------- --- --- --------------------- ----------------------------------- ----------------------------------------------- --- --- ---------- -----------registered as ----------- class contractor of Kerala Water Authority as per the certificate of registration produced by him before me is solvent for an amount of Rs. --------------- rupees ----------- ------------ ------------------ ---- -- (in words) as on today. He is enjoying an OD facility up to a maximum of Rs……………. Of which he has availed OD facility of Rs.……….. as on today. Acc. Sd/- (office seal) Name Designation Counter signed by the tenderer Note: the list mentioned above shall be attested by the signatory of bank and countersigned by the tenderer.

TENDERER SUPERINTENDING ENGINEER

KERALA WATER AUTHORITY

CONSTRUCTION PLANT AND EQUIPMENT

DETAILS OF EQUIPMENTS WHICH SHALL BE USED FOR THIS WORK

Name Of The Tenderer

Sl No: Description of the equipment Reg. No: Manufacturer, capacity and year of make Nos. proposed to be used for this work Present status of the equipment

The tenderer hereby confirms that the quantity and type of equipment he shall deploy for construction shall not be less than listed above, and agrees to bring more equipment, if so warranted in the opinion of the Engineer in charge, at no extra cost to the KWA.

Tenderer SUPERINTENDING ENGINEER

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KERALA WATER AUTHORITY

DETAILS OF PERSONNEL WHO WILL BE EMPLOYED BY THE TENDERER FOR THIS WORK

Name Of The Tenderer

Sl No: Name and address Qualifications Experience Specific work in respect of this contract

The tenderer hereby confirms that the above personnel shall be employed for the purpose of this work and also any additional staff, which in the opinion of the Engineer in charge, shall be employed by the contractor for the satisfactory completion of this work.

Name of Tenderer TENDERER SUPERINTENDING ENGINEER

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KERALA WATER AUTHORITY

PROJECTWISE EXPERIENCE OF WATER TREATMENT PLANT /SEWERAGE TREATMENT PLANTS

Name Of The Tenderer

Name of the project and location Name and address of the client (with contact No:) Name and address of the financing authority (with telephoneno: and fax no:) Scheduled time of completion (months) Starting date and completion date Contract value as constructed value (lakhs) Key persons who executed the project on behalf of the applicant Construction plant & equipment used by the applicant in the execution of the project

Name Qualification Category (design, construction) Equipment Number Capacity

1 Information to be furnished shall include sewerage /water treatment plants of 3 mld or higher capacity. It may include water retaining structures, mechanical / electrical equipments of comparative magnitude.

2 Details to be incorporated may include works completed as well as works in hand.

3 In respect of works in hand, indicate the percentage of completion as on the date of tendering.

4 Separate sheets shall be attached to cover details in the above format for individual numbers.

5 Details of treatment plants shall be furnished separately, indicating clearly the type of process description of units etc.

Name of Tenderer TENDERER SUPERINTENDING ENGINEER

KERALA WATER AUTHORITY

Name of The Tenderer

ADDITIONAL INFORMATION (THE APPLICANT CAN ADD HERE ANY FURTHER INFORMATION RELEVANT TO THE VALUATION OF THE PRE-QUALIFIED BID)

SIGNATURE SEAL OF THE COMPANY

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KERALA WATER AUTHORITY

RECORD OF ARBITRATION & LITIGATION

(The applicant shall record chronologically any dispute he had with any of his previous clients during the last 10 years, whether arbitration or litigation and also indicate the nature, duration and amount of claim involved in such cases.)

Name Of The Tenderer

Sl No: Project identification and location Name and address of the client Description Nature of dispute Award in favour of client / contractor

Period of arbitration / litigation From - To Amount claimed Rs. Lakhs

TENDERER SUPERINTENDING ENGINEER

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Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Superintending Engineer-Public Health Circle Kozhikode

Work Name:Jal Jeevan Mission (JJM)-WSS to Ulliyeri Moodadi and Adjoining Panchayaths -In Kozhikode District - Construction of 100 MLD WTP at Peruvennamuzhi with upward flow sludge blanket technology and laying transmission Main- Construction of Steel Bridges,Land Scaping & Protection Works.-Pipeline Work

Contract No: WRD/KWA-CE(NR)/TR/13096/2024_26_3_2/1

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 Appendix A - Investigation,Testing, Planning, Designing and Vetting charges.

1.001 OD289476/2025-2026:Steel Bridges -Investigation , Soil testing , Structural Design, Preparation of Plan and drawing and vetting approval,etc complete (at Four Locations). BI01010001010000000000000515BI0100001114 0.000 L.S Excess(+) Full Conversion INR

1.002 OD317552/2025-2026:Design and Preparation of Landscaping layout drawings with all necessary details including 3D modelling,etc complete as per the instructions of officers in charge. BI01010001010000000000000515BI0100001115 0.000 L.S Excess(+) Full Conversion INR

2 Appendix: B - Construction of MS Bridges for crossing Canals at Various Locations.

2.001 100.52.S.1:Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position. BI01010001010000000000000515BI0100001117 0.000 each Excess(+) Full Conversion INR

2.002 100.52.S.2:Sub Data for Filling with contractor's own earth (excluding rock) in the core portion of the earthen bund by consolidating each deposited layer by ramming and watering, as per direction of the departmental officers. BI01010001010000000000000515BI0100001118 0.000 cum Excess(+) Full Conversion INR

2.003 100.52.S.3:Sub Data for Supplying, conveying and covering using best quality polythene sheet on bund to protect bund from seasonal changes. BI01010001010000000000000515BI0100001119 0.999 sqm Excess(+) Full Conversion INR

2.004 100.52.S.4:Sub Data for Conveying and providing bamboo poles for reinforcing the temporary bund including the cost materials and labour charges etc. complete. BI01010001010000000000000515BI0100001120 0.000 cum Excess(+) Full Conversion INR

2.005 100.52.S.5:Sub Data for Dismantling the sand / earth filled cement bag from the foundation site of bund, apron on both sides, counter wall and removing the sand/earth from the bag and disposing the damaged cement bags properly as per the direction of the department officers including all cost of labour charges etc complete. BI01010001010000000000000515BI0100001121 0.000 cum Excess(+) Full Conversion INR

2.006 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete BI01010001010000000000000515BI0100001122 0.000 hour Excess(+) Full Conversion INR

2.007 20.1.1:Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :400 mm dia piles BI01010001010000000000000515BI0100001123 0.000 metre Excess(+) Full Conversion INR

2.008 OD294633/2025-2026:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout etc. complete BI01010001010000000000000515BI0100001124 0.000 no Excess(+) Full Conversion INR

2.009 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001125 0.000 cum Excess(+) Full Conversion INR

2.01 2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock BI01010001010000000000000515BI0100001126 0.000 cum Excess(+) Full Conversion INR

2.011 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock BI01010001010000000000000515BI0100001127 0.000 cum Excess(+) Full Conversion INR

2.012 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) BI01010001010000000000000515BI0100001128 0.999 cum Excess(+) Full Conversion INR

2.013 5.33.1.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum BI01010001010000000000000515BI0100001129 0.999 cum Excess(+) Full Conversion INR

2.014 5.35:Add for using extra cement in the items of design mix over and above the specified cement content therein BI01010001010000000000000515BI0100001130 0.000 quintal Excess(+) Full Conversion INR

2.015 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001131 0.000 sqm Excess(+) Full Conversion INR

2.016 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001132 0.000 sqm Excess(+) Full Conversion INR

2.017 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more BI01010001010000000000000515BI0100001133 0.999 kilogram Excess(+) Full Conversion INR

2.018 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. BI01010001010000000000000515BI0100001134 0.290 kg Excess(+) Full Conversion INR

2.019 13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work BI01010001010000000000000515BI0100001135 0.000 sqm Excess(+) Full Conversion INR

3 Appendix C - Support Structures for other Minor crossings

3.001 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001137 0.999 cum Excess(+) Full Conversion INR

3.002 2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock BI01010001010000000000000515BI0100001138 0.000 cum Excess(+) Full Conversion INR

3.003 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) BI01010001010000000000000515BI0100001139 0.999 cum Excess(+) Full Conversion INR

3.004 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) BI01010001010000000000000515BI0100001140 0.000 cum Excess(+) Full Conversion INR

3.005 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001141 0.000 sqm Excess(+) Full Conversion INR

3.006 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more BI01010001010000000000000515BI0100001142 0.999 kilogram Excess(+) Full Conversion INR

3.007 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001143 0.000 cum Excess(+) Full Conversion INR

4 Appendix D - Landscaping at 100 MLD WTP Compound and Surroundings.

4.001 30.2.12:Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. BI01010001010000000000000515BI0100001145 0.000 sqm Excess(+) Full Conversion INR

4.002 30.2.7:Fine dressing of the ground BI01010001010000000000000515BI0100001146 0.000 sqm Excess(+) Full Conversion INR

4.003 30.2.1:Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). BI01010001010000000000000515BI0100001147 0.000 cum Excess(+) Full Conversion INR

4.004 30.2.6:Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. BI01010001010000000000000515BI0100001148 0.000 sqm Excess(+) Full Conversion INR

4.005 30.2.5:Rough dressing the trenched ground including breaking clods. BI01010001010000000000000515BI0100001149 0.000 sqm Excess(+) Full Conversion INR

4.006 30.2.13:Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). BI01010001010000000000000515BI0100001150 0.000 cum Excess(+) Full Conversion INR

4.007 30.2.14.3: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) :Holes 60 cm dia, and 60 cm deep BI01010001010000000000000515BI0100001151 0.000 holes Excess(+) Full Conversion INR

4.008 30.2.14.1: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) :Holes 1.2 m dia and 1.2 m deep BI01010001010000000000000515BI0100001152 0.000 holes Excess(+) Full Conversion INR

4.009 30.2.25:Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment). BI01010001010000000000000515BI0100001153 0.799 cum Excess(+) Full Conversion INR

4.01 16.3.9:Supplying and stacking at site.Good earth BI01010001010000000000000515BI0100001154 0.799 cum Excess(+) Full Conversion INR

4.011 OD317523/2025-2026:Supplying of good quality various garden plants at site,etc complete as per the direction of officers in charge. BI01010001010000000000000515BI0100001155 0.000 no Excess(+) Full Conversion INR

4.012 OD317520/2025-2026:Supply best quality of gardening palm like plants (minimum height 150cm) . BI01010001010000000000000515BI0100001156 0.000 no Excess(+) Full Conversion INR

4.013 30.2.9:Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge BI01010001010000000000000515BI0100001157 0.200 cum Excess(+) Full Conversion INR

4.014 OD318453/2025-2026:Sub Data for Filling mixed earth in the plantation trenches,pits,etc by smooth consolidation by watering,etc as per direction of the departmental officers. BI01010001010000000000000515BI0100001158 0.200 cum Excess(+) Full Conversion INR

4.015 30.2.57.1:Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as per direction of officer in charge (excluding cast of plant & water )Cost of plantation per trees plants (for 100 nos.=427.45/100) BI01010001010000000000000515BI0100001159 0.000 no Excess(+) Full Conversion INR

4.016 OD317521/2025-2026:Supply best quality natural lawn grass as per the direction of engineer in charge . BI01010001010000000000000515BI0100001160 0.000 sqm Excess(+) Full Conversion INR

4.017 30.2.10.1:Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions BI01010001010000000000000515BI0100001161 0.000 sqm Excess(+) Full Conversion INR

4.018 30.2.50:Providing & fixing of White River (Stone) Pables size of 2" to 2.50" dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. BI01010001010000000000000515BI0100001162 0.000 quintal Excess(+) Full Conversion INR

4.019 30.2.11:Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid for separately). BI01010001010000000000000515BI0100001163 0.000 sqm Excess(+) Full Conversion INR

4.02 30.2.15.1:Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete:With common burnt clay F.P.S. (non modular) bricks of class designation 5 BI01010001010000000000000515BI0100001164 0.000 tree guard Excess(+) Full Conversion INR

4.021 30.2.19.1:Edging with bricks laid dry length wise, including required excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50 m :Common burnt clay F.P.S. (non modular) bricks of class designation 7.5 BI01010001010000000000000515BI0100001165 0.000 metre Excess(+) Full Conversion INR

4.022 30.2.39.1:Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, hedge, flower beds, foliages, creepers etc. including hoeing, weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide , lawn mover and brush cutter with fuel will be provided by the Department & other T & P material/articles shall be provided by the contractor.)and as per direction of officer in charge.Prestigious works / H.M. house & officers entitled to free accommodation. (1.00 Acre=One Mali) As per yard stick BI01010001010000000000000515BI0100001166 0.290 per sqm per month Excess(+) Full Conversion INR

4.023 30.2.54:Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. BI01010001010000000000000515BI0100001167 0.000 each Excess(+) Full Conversion INR

4.024 30.2.58:Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents Weight grams/sqm. 510 (+/- 8%) in width of 60 cm. with bamboo of 90 cm. length and 18-20 girth. The bamboo should be painted with green colour paint of approved brand and manufacture two or more coats and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at equal distance of three places in each bamboo complete and as per direction of Engineer-in-charge. BI01010001010000000000000515BI0100001168 0.000 sqm Excess(+) Full Conversion INR

4.025 16.90:Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. BI01010001010000000000000515BI0100001169 0.000 sqm Excess(+) Full Conversion INR

4.026 16.91.1:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. BI01010001010000000000000515BI0100001170 0.000 sqm Excess(+) Full Conversion INR

4.027 OD318531/2025-2026:Supply of best quality exterior/interior flower plants with suitable traditional Clay/Terracotta/Concrete pots,etc complete. BI01010001010000000000000515BI0100001171 0.000 no Excess(+) Full Conversion INR

4.028 OD318556/2025-2026:Providing and installation of Sprinkler irrigation system consist of suitable pumps, PVC/HDPE pipe lines, control valves and properly spaced sprinkler nozzles operating at required pressure to ensure uniform and efficient water distribution over the garden area,etc complete. BI01010001010000000000000515BI0100001172 0.000 L.S Excess(+) Full Conversion INR

4.029 OD318679/2025-2026:Construction of artificial water pond of average plan area of 6 sqm, including excavation,compaction of sub grade, water proof lining of suitable materials (HDPE//RCC), inlet and outlet arrangements,edge protections, over flow provisions, BI01010001010000000000000515BI0100001173 0.000 L.S Excess(+) Full Conversion INR

4.03 OD318714/2025-2026:Supply and Installation CCTV Surveillance system includes 5MP camera 2 no with motion sensor and 30m vision., 5MP or Higher HD out DVR,1TB HDD ,4G Router Cable 100m ( maximum) ,Rack, UPS, 500VA including all cost of materials, charges for wiring, the addition of necessary protection devices (against Rain, dust, lightning) 3yr product warranty plus on-site service BI01010001010000000000000515BI0100001174 0.000 no Excess(+) Full Conversion INR

4.031 OD318837/2025-2026:Supply and Installation of CCTV monitor shall be minimum 24-inch LED display with Full HD (1920 × 1080) resolution, HDMI and VGA input ports, minimum 60 Hz refresh rate, wide viewing angle, and continuous 24×7 operation capability suitable for surveillance monitoring, and hard disk shall be minimum 1 TB capacity, surveillance-grade SATA HDD with (or as recommended by manufacturer), 24×7 operational rating, high workload capacity, and compatible with DVR/NVR systems for continuous video recording,etc complete. BI01010001010000000000000515BI0100001175 0.000 set Excess(+) Full Conversion INR

4.032 OD318976/2025-2026:Providing Additional length of CCTV Connection cable of best quality Cat-6 UTP coaxial copper cable with minimum 23 AWG copper conductor for IP Camera system, including cost of cable, clamp,labour charge for laying,etc complete. BI01010001010000000000000515BI0100001176 0.000 metre Excess(+) Full Conversion INR

4.033 16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. BI01010001010000000000000515BI0100001177 0.000 sqm Excess(+) Full Conversion INR

4.034 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. BI01010001010000000000000515BI0100001178 0.000 sqm Excess(+) Full Conversion INR

4.035 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil BI01010001010000000000000515BI0100001179 0.000 cum Excess(+) Full Conversion INR

4.036 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) BI01010001010000000000000515BI0100001180 0.000 cum Excess(+) Full Conversion INR

4.037 16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. BI01010001010000000000000515BI0100001181 0.000 kilogram Excess(+) Full Conversion INR

4.038 OD319038/2025-2026:Providing and fixing hexagonal iron fencing net shall be made of galvanised iron (GI) wire woven in double-twisted hexagonal mesh pattern, having mesh size of 50 mm × 50 mm (or as specified), wire diameter not less than 2.5 mm (core wire) with uniform galvanisation coating for corrosion resistance, supplied in rolls of standard height and length, and suitable for outdoor boundary and agricultural fencing applications,etc complete. BI01010001010000000000000515BI0100001182 0.000 sqm Excess(+) Full Conversion INR

4.039 OD320179/2025-2026:Setting up of a conference hall in the admin building- Smooth plastered and painted walls with acoustic panelling( false ceiling with sound-absorbing materials),Energy-efficient LED lighting with adequate lux level (300?500 lux), including dimmable lights for presentations,split air-conditioning system with proper air circulation and fresh air provision,Comfortable cushioned chairs with writing pads (if required) arranged as per approved layout,Raised platform with wooden finish and podium with inbuilt microphone system,Public Address (PA) system, collar and cordless microphones, amplifier, speakers, projector/LED display screen, and video conferencing facility,Adequate power outlets, concealed wiring, UPS/backup supply for AV equipment,Fire extinguishers, emergency lighting,High-speed internet connection with Wi-Fi facility,storage space, drinking water (Hot and Cool) facility,etc complete as per the directions of officials incharge. BI01010001010000000000000515BI0100001183 0.000 L.S Excess(+) Full Conversion INR

5 Appendix E- Construction of Retaining Wall, Drainage and Supporting Structure at 100 MLD plant

5.001 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001185 0.000 cum Excess(+) Full Conversion INR

5.002 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) BI01010001010000000000000515BI0100001186 0.000 cum Excess(+) Full Conversion INR

5.003 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) BI01010001010000000000000515BI0100001187 0.999 cum Excess(+) Full Conversion INR

5.004 5.22.5:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire fabric BI01010001010000000000000515BI0100001188 0.000 kilogram Excess(+) Full Conversion INR

5.005 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001189 0.000 sqm Excess(+) Full Conversion INR

5.006 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001190 0.000 cum Excess(+) Full Conversion INR

5.007 OD317544/2025-2026:Dry rubble masonry with hard stone including all materials, transportation and labour charges BI01010001010000000000000515BI0100001191 0.000 cum Excess(+) Full Conversion INR

5.008 16.93:Providing and placing in position 100mm thick factory made machine batched & ma chine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes,of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge . BI01010001010000000000000515BI0100001192 0.000 sqm Excess(+) Full Conversion INR

5.009 OD320605/2025-2026:Providing and fixing Edge stones shall be of hard granite or precast CC of minimum M20 grade, having dimensions not less than 1500mm thickness,300mm width, and 750mm length,embeded in M15 Cement Concrete bed of 150mm thickness, aligned properly along the canal edge with 300mm exposed above ground level, and finished smooth with suitable enamel paint and true to line and level as per relevant specifications,including earth work,etc complete as per directions of officials in charge BI01010001010000000000000515BI0100001193 0.000 no Excess(+) Full Conversion INR

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