JJM- 5th SLSSC- WSS to Naranamoozhy Panchayath- Providing 1348 FHTCs in Naranammoozhy Panchayath from ongoing schemes and by extension- Balance Work.

KERALA WATER AUTHORITY

LETTER SUBMITTING THE TENDER

JJM- 5th SLSSC- WSS to Naranamoozhy Panchayath- Providing 1348 FHTCs in Naranammoozhy Panchayath from ongoing schemes and by extension- Balance Work.

Name Of The Firm / Contractor

To The Superintending Engineer, PH Circle Pathanamthitta, Kerala Water Authority, Thiruvalla.

Ref: Your tender Notification No 14/2025-26/ KWA/PHC/ TVLA WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1

the duly authorized persons(s) in my/our official capacity as.

of the aforesaid

this tender for your consideration. I / we have read and understood all conditions of this document in full spirit and meaning. I/We hereby agree to accept all the conditions put forth in the succeeding pages of this document without any deviations or with the exceptions, which may be expressly admitted and accepted by the tender accepting authority before the award of work. Preliminary agreement duly executed and signed in Rs.200/- worth stamp paper is also enclosed. Copy of the specifications duly signed is also enclosed.

in the form of Call deposit / Fixed Deposit/ DD of Branch

Bank in favour of

3 I/We further agree to complete the whole work in all respects within 12 months from the award of work.

4 I/We agree to keep the tender open for acceptance for a period of 4 months from the last date prescribed for submission of tender.

5 I / We agree that Authority shall without prejudice to any other right or remedy be at liberty to forfeit the said earnest money absolutely if

(a) In case we fail to keep the tender open as aforesaid or make any modifications in the terms and conditions of the tender.

(b) After the Tender is accepted, I/We fail to execute the agreement as provided in the tender conditions or to commence the execution of work as provided in the condition.

6 The tender submitted is fully in accordance with NIT and I / we agree to all NIT conditions and such other conditions prevailing in KWA in toto.

7 I have not included any conditions in quoting for this tender.

(Office Seal) Yours faithfully

Signature with Name and designation

Note:This is an electronic document, so signature is not needed

KERALA WATER AUTHORITY

PARTICULARS SHOWING STATUS OF TENDERER

Bid No. TENDER No: 14/2025-26/ KWA/PHC/ TVLA (As per PRICE 3 TENDER NO: WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1)

4.1.1 Name of tenderer

(a) Permanent :

(b) Present for communication :

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/attested copy of duly registered Partnership deed with proof of registration]

4.1.5 Whether the tenderer is a registered contractor of 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 persons responsible (preferably Senior Engineer 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

KERALA WATER AUTHORITY

Bid No. TENDER No: 14/2025-26/ KWA/PHC/ TVLA (As per PRICE 3 TENDER NO: WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1)

RECORDS OF MAJOR WORKS COMMENCED AND COMPLETED BY THE TENDERER AND HIS PARTNERS/ ASSOCIATES DURING THE PAST FIVE YEARS (INCLUDING WORKS IN KERALA WATER AUTHORITY)

Name of the Firm/Contractor

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 (certificate of completion from the authority concerned to be enclosed) 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

KERALA WATER AUTHORITY

Bid No. TENDER No: 14/2025-26/ KWA/PHC/ TVLA (As per PRICE 3 TENDER NO: WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1)

PARTICULARS OF SIMILAR WORKS COMMENCED AND COMPLETED BY THE TENDERER AND HIS PARTNERS/ASSOCIATES DURING THE PAST FIVE YEARS USE SEPARATE PHOTOCOPIED SHEET FOR EACH PARTNER AND FOR EACH YEAR

Name of the Firm/Contractor

Sl. No. Name of work Accepted PAC (Rs. in lakhs) and date of agreement Date of Agmt./ commencement of work 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

KERALA WATER AUTHORITY

Bid No. TENDER No: 14/2025-26/ KWA/PHC/ TVLA (As per PRICE 3 TENDER NO: WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1)

STATEMENT SHOWING THE VALUE OF WORKS TAKEUP COMPLTED AND PAYMENT RECEIVING DURING THE PAST FIVE YEARS (YEAR WISE) (INCLUDING WORK IN KERALA WATER AUTHORITY)

Name of the Firm/Contractor

Sl. No. Name of Project and location Agency / Authority for whom work was done (give also designation of the officer tendering the work and Order No.) Name of work and Nature of work Contract Amount Rs. Reason for non completion if any Reason for short fall in payment if any Value of completed work in the year Payment received for the work in the year Whether any legal dispute of arbitration involve at any stage of work Other relevant details

KERALA WATER AUTHORITY

Bid No. TENDER No: 14/2025-26/ KWA/PHC/ TVLA (As per PRICE 3 TENDER NO: WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1)

IDENTIFICATION AND FINANCIAL DATA SHEET

1 Name of tender/firm

2 Nationality/ Country of incorporation and year of incorporation.

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

4 Registered Office/Head Office

5 Local Office Address

6 Principal Officers who manage the work from Head Office

7 Principal Officers in Local/Site office

8 Local Associate firms or Agents

9 Total liabilities (Rs.)

10 Total Assets (Rs.)

11 Current Liabilities (Rs.)

12 Bank Overdrafts (current) (Rs.)

13 Net worth (from latest balance sheet) (Rs.)

14 Annual turnover for last three years

(to be given separately for each year)

First Year (Rs.)

Second Year (Rs.)

Third Year (Rs.)

a) Average Annual Turn Over (Rs.)

15 Share holders/own funds (Rs.)

16 Liquid assets (Rs.)

17 Stock outstanding (Rs.)

18 Current Assets (Rs.)

19 Bank Reference (attach Separately) (Rs.)

20 Current credit resources/ OD facility (Rs.)

21 Solvency amount (Rs.)

22 Bonding capacity Name of institution (s) Bondable amount

23 Member of consortium from Republic of India, if any Date of consortium established

24 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

KERALA WATER AUTHORITY

FORM OF CERTIFICATE

TENDER No: 14/2025-26/ KWA/PHC/ TVLA (As per PRICE 3 TENDER NO: WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1)

Name of the Firm/Contractor

KERALA WATER AUTHORITY

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 vertify I may official

capacity that Sri./Smt.(name and address)………………………………………………………………………………

…………………………..registered as…………class contractor of Kerala Water Authority as per the certificate

of registration produced by himk before me is solvent for an amount of Rs………………..rupees………………….

(inwards) as on today.

Sd/- 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

Bid No. TENDER No: 14/2025-26/ KWA/PHC/ TVLA (As per PRICE 3 TENDER NO: WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1)

CONSTRUCTION PLANT AND EQUIPMENT DETAILS OF EQUIPMENTS, WHICH SHALL BE USED FOR THIS WORK

Name of the Firm/Contractor

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 more equiptment if so warranted in the opinion of theEngineer in charge, at no extra cost to the KWA.

TENDERER SUPERINTENDING ENGINEER

KERALA WATER AUTHORITY

Bid No. TENDER No: 14/2025-26/ KWA/PHC/ TVLA (As per PRICE 3 TENDER NO: WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1)

Name of the Firm/Contractor

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

SI. No. NAME & Address Date of birth Qualifications Experience Specific work in respect of this contact

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.

SUPERINTENDING ENGINEER

KERALA WATER AUTHORITY

Bid No. TENDER No: 14/2025-26/ KWA/PHC/ TVLA (As per PRICE 3 TENDER NO: WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1)

Name of the Firm/Contractor

PROJECTWISE EXPERIENCE OF WATER TREATMENT PLANT / SEWERAGE TREATMENT PLANTS

Name of the project and location Name and address of the client (with contact No) Name and address of the financing authority (with telephone no: 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

KERALA WATER AUTHORITY

FORMAT - Q8 RECORD OF ARBITRATION & LITIGATION

Bid No. TENDER No: 14/2025-26/ KWA/PHC/ TVLA (As per PRICE 3 TENDER NO: WRD/KWA-CE(SR)/EST_TS/3247/2022_5_4_4/1)

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 Firm/Contractor

Nature of dispute

Sl.No. Project identification and location Name and address of the client Description Period of arbitration/ litigation From-To Amount claimed Rs. Lakhs Award in favour of client contractor

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

Tender Inviting Authority: Superintending Engineer-Public Health Circle Pathanamthitta

Work Name:Jal Jeevan Mission (JJM)-5th SLSSC : WSS to Naranamoozhy Panchayath -Providing 1348 FHTC`s in Naranammoozhy Panchayath from ongoing schemes and by extension- Balance Work.-General Civil Work

Contract No: WRD/KWA-CE(SR)/TR/3247/2022_5_4_4/1

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 A- Providing 1348 FHTC`s

1.001 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. BI01010001010000000000000515BI0100001114 0.000 metre Excess(+) Full Conversion INR

1.002 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) BI01010001010000000000000515BI0100001115 0.999 cum Excess(+) Full Conversion INR

1.003 100.60.1.1.2:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. BI01010001010000000000000515BI0100001116 0.000 no Excess(+) Full Conversion INR

1.004 100.60.2.1.2:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. BI01010001010000000000000515BI0100001117 0.000 no Excess(+) Full Conversion INR

1.005 100.60.3.1.1:Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers BI01010001010000000000000515BI0100001118 0.000 metre Excess(+) Full Conversion INR

1.006 100.60.12.3.1:Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers. BI01010001010000000000000515BI0100001119 0.000 no Excess(+) Full Conversion INR

1.007 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) BI01010001010000000000000515BI0100001120 0.999 cum Excess(+) Full Conversion INR

1.008 100.60.10.4.1:Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers. BI01010001010000000000000515BI0100001121 0.000 no Excess(+) Full Conversion INR

1.009 OD169691/2025-2026:Alteration/ Making re connection with the existing water connection /SF connection-Alteration using 20mm Indian Standard Class 6 uPVC pipe and uPVC / Brass specials viz. brass ferrule, Elbow, MTA(Brass Threaded,), FTA(Brass Threaded,), couplers etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, safely removing & re-fixing existing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges as per the directions of the department officers. BI01010001010000000000000515BI0100001122 0.000 no Excess(+) Full Conversion INR

2 B- Working charges - Pipe line extension and Rider line

2.001 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. BI01010001010000000000000515BI0100001124 0.000 metre Excess(+) Full Conversion INR

2.002 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) BI01010001010000000000000515BI0100001125 0.999 cum Excess(+) Full Conversion INR

2.003 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) BI01010001010000000000000515BI0100001126 0.399 cum Excess(+) Full Conversion INR

2.004 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. BI01010001010000000000000515BI0100001127 0.000 metre Excess(+) Full Conversion INR

2.005 100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead. BI01010001010000000000000515BI0100001128 0.000 cum Excess(+) Full Conversion INR

2.006 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 BI01010001010000000000000515BI0100001129 0.000 cum Excess(+) Full Conversion INR

2.007 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. BI01010001010000000000000515BI0100001130 0.599 cum Excess(+) Full Conversion INR

2.008 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. BI01010001010000000000000515BI0100001131 0.999 cum Excess(+) Full Conversion INR

2.009 100.2.7:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. BI01010001010000000000000515BI0100001132 0.000 cum Excess(+) Full Conversion INR

2.01 100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited. BI01010001010000000000000515BI0100001133 0.999 cum Excess(+) Full Conversion INR

2.011 100.4.1:Excavating in hard rock for trenches by blasting for laying pipes and stacking useful materials for measurements and disposing unserviceable materials within the initial lead of 50m and lift up to 1.50m (depth from 0.0m to 1.50m) and providing protection by earth filled cement bags during blasting to avoid damages to nearby structures (200 Nos. of earth filled cement bags for 10m3 of blasting) BI01010001010000000000000515BI0100001134 0.999 cum Excess(+) Full Conversion INR

2.012 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. BI01010001010000000000000515BI0100001135 0.000 metre Excess(+) Full Conversion INR

2.013 100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes. BI01010001010000000000000515BI0100001136 0.000 metre Excess(+) Full Conversion INR

2.014 100.9.10:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 140 mm nominal outside diameter pipes. BI01010001010000000000000515BI0100001137 0.000 metre Excess(+) Full Conversion INR

2.015 100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes. BI01010001010000000000000515BI0100001138 0.000 metre Excess(+) Full Conversion INR

2.016 100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. BI01010001010000000000000515BI0100001139 0.000 metre Excess(+) Full Conversion INR

2.017 100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore. BI01010001010000000000000515BI0100001140 0.000 metre Excess(+) Full Conversion INR

2.018 100.12.10:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 125mm diameter nominal bore. BI01010001010000000000000515BI0100001141 0.000 metre Excess(+) Full Conversion INR

2.019 100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore. BI01010001010000000000000515BI0100001142 0.000 metre Excess(+) Full Conversion INR

2.02 OD169703/2025-2026:Cutting 80mm GI pipes including all labour and hire charges of tools etc. complete: BI01010001010000000000000515BI0100001143 0.000 no Excess(+) Full Conversion INR

2.021 OD169699/2025-2026:Cutting 100mm GI pipes including all labour and hire charges of tools etc. complete: BI01010001010000000000000515BI0100001144 0.000 no Excess(+) Full Conversion INR

2.022 OD169700/2025-2026:Cutting 125 mm GI pipes including all labour and hire charges of tools etc. complete: BI01010001010000000000000515BI0100001145 0.000 no Excess(+) Full Conversion INR

2.023 OD169692/2025-2026:Cutting 150mm GI pipes including all labour and hire charges of tools etc. complete: BI01010001010000000000000515BI0100001146 0.000 no Excess(+) Full Conversion INR

2.024 OD169694/2025-2026:Grinding cut and weld edges of 80mm GI pipes including all labour and hire charges of tools BI01010001010000000000000515BI0100001147 0.000 no Excess(+) Full Conversion INR

2.025 OD169697/2025-2026:Grinding cut and weld edges of 100mm GI pipes including all labour and hire charges of tools etc. complete. BI01010001010000000000000515BI0100001148 0.000 no Excess(+) Full Conversion INR

2.026 OD169698/2025-2026:Grinding cut and weld edges of 125mm GI pipes including all labour and hire charges of tools etc. complete BI01010001010000000000000515BI0100001149 0.000 no Excess(+) Full Conversion INR

2.027 OD169701/2025-2026:Grinding cut and weld edges of 150 mm GI pipes including all labour and hire charges of tools, plants etc.. BI01010001010000000000000515BI0100001150 0.000 no Excess(+) Full Conversion INR

2.028 OD169702/2025-2026:Welding 80mm GI pipes by gas/electric welding machine, Apply zinc spray over the welded portion including the cost of gas and welding rods , all labor and hire charges of tools, etc. complete: BI01010001010000000000000515BI0100001151 0.000 no Excess(+) Full Conversion INR

2.029 OD169696/2025-2026:Welding 100mm GI pipes by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: BI01010001010000000000000515BI0100001152 0.000 no Excess(+) Full Conversion INR

2.03 OD169693/2025-2026:Welding 125mm GI pipes by gas/electric welding machine,Apply zinc spray over the welded portion<br> including cost of gas and welding rods ,all labour and hire charges of tools etc. complete BI01010001010000000000000515BI0100001153 0.000 no Excess(+) Full Conversion INR

2.031 OD169695/2025-2026:Welding 150mm GI pipes by gas/electric welding machine, Apply zinc spray over the welded the portion including the cost of gas and welding rods , all labor and hire charges of tools, etc. complete: BI01010001010000000000000515BI0100001154 0.000 no Excess(+) Full Conversion INR

2.032 18.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore BI01010001010000000000000515BI0100001155 0.000 each Excess(+) Full Conversion INR

2.033 100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve. BI01010001010000000000000515BI0100001156 0.000 no Excess(+) Full Conversion INR

2.034 100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I. BI01010001010000000000000515BI0100001157 0.000 no Excess(+) Full Conversion INR

2.035 100.31.1.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class I. BI01010001010000000000000515BI0100001158 0.000 no Excess(+) Full Conversion INR

2.036 100.31.1.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class I. BI01010001010000000000000515BI0100001159 0.000 no Excess(+) Full Conversion INR

2.037 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001160 0.000 sqm Excess(+) Full Conversion INR

2.038 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) BI01010001010000000000000515BI0100001161 0.000 cum Excess(+) Full Conversion INR

3 Construction of Valve Chamber

3.001 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 BI01010001010000000000000515BI0100001163 0.000 cum Excess(+) Full Conversion INR

3.002 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) BI01010001010000000000000515BI0100001164 0.000 cum Excess(+) Full Conversion INR

3.003 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001165 0.000 sqm Excess(+) Full Conversion INR

3.004 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) BI01010001010000000000000515BI0100001166 0.999 cum Excess(+) Full Conversion INR

3.005 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 BI01010001010000000000000515BI0100001167 0.999 kilogram Excess(+) Full Conversion INR

4 B1-Restoration of20mm chipping carpet

4.001 4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method BI01010001010000000000000515BI0100001169 0.000 cum Excess(+) Full Conversion INR

4.002 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. BI01010001010000000000000515BI0100001170 0.000 cum Excess(+) Full Conversion INR

4.003 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. BI01010001010000000000000515BI0100001171 0.000 sqm Excess(+) Full Conversion INR

4.004 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. BI01010001010000000000000515BI0100001172 0.000 sqm Excess(+) Full Conversion INR

4.005 5.7.1:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. BI01010001010000000000000515BI0100001173 0.000 sqm Excess(+) Full Conversion INR

5 B3- Restoration of charges of shoulders

5.001 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) BI01010001010000000000000515BI0100001175 0.000 cum Excess(+) Full Conversion INR

5.002 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. BI01010001010000000000000515BI0100001176 0.000 sqm Excess(+) Full Conversion INR

6 B4- Restoration charges of BM & BC road

6.001 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means BI01010001010000000000000515BI0100001178 0.000 sqm Excess(+) Full Conversion INR

6.002 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method BI01010001010000000000000515BI0100001179 0.000 cum Excess(+) Full Conversion INR

6.003 4.9.A.2.A:Providing, laying, spreading and compacting stone aggregates of specific sizes to water-bound macadam specification including spreading in a uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to the proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-I - Using Screening Crushable type such as Moorum or Gravel - By Manual Means - BI01010001010000000000000515BI0100001180 0.000 cum Excess(+) Full Conversion INR

6.004 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. BI01010001010000000000000515BI0100001181 0.000 sqm Excess(+) Full Conversion INR

6.005 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. BI01010001010000000000000515BI0100001182 0.000 sqm Excess(+) Full Conversion INR

6.006 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) BI01010001010000000000000515BI0100001183 0.000 cum Excess(+) Full Conversion INR

6.007 5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) BI01010001010000000000000515BI0100001184 0.000 cum Excess(+) Full Conversion INR

6.008 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. BI01010001010000000000000515BI0100001185 0.000 sqm Excess(+) Full Conversion INR

6.009 8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :- BI01010001010000000000000515BI0100001186 0.000 no Excess(+) Full Conversion INR

7 C-Supply of materials

7.001 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. BI01010001010000000000000515BI0100001188 0.000 metre Excess(+) Full Conversion INR

7.002 100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia. BI01010001010000000000000515BI0100001189 0.000 metre Excess(+) Full Conversion INR

7.003 100.98.238:Supply PVC Pipe, 10kg/cm2, 140mm Dia. BI01010001010000000000000515BI0100001190 0.000 metre Excess(+) Full Conversion INR

7.004 100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia. BI01010001010000000000000515BI0100001191 0.000 metre Excess(+) Full Conversion INR

7.005 OD169709/2025-2026:Cost of PVC specials (Bends,Tee,coupler, Tailpiece,end caps etc )3% cost of pipe. BI01010001010000000000000515BI0100001192 0.290 L.S Excess(+) Full Conversion INR

7.006 OD169707/2025-2026:Supplying 80 mm GI Pipe (Medium) BI01010001010000000000000515BI0100001193 0.000 metre Excess(+) Full Conversion INR

7.007 OD169704/2025-2026:Supplying 100 mm GI Pipe(Medium) thickness 4.5mm BI01010001010000000000000515BI0100001194 0.000 metre Excess(+) Full Conversion INR

7.008 OD169706/2025-2026:Supplying 125 mm GI Pipe (Medium) 4.85 mm thickness. BI01010001010000000000000515BI0100001195 0.000 metre Excess(+) Full Conversion INR

7.009 OD169705/2025-2026:Supplying 150mm GI pipe (medium) BI01010001010000000000000515BI0100001196 0.000 metre Excess(+) Full Conversion INR

7.01 100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. BI01010001010000000000000515BI0100001197 0.000 no Excess(+) Full Conversion INR

7.011 100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. BI01010001010000000000000515BI0100001198 0.000 no Excess(+) Full Conversion INR

7.012 100.98.506:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. BI01010001010000000000000515BI0100001199 0.000 no Excess(+) Full Conversion INR

7.013 100.98.508:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. BI01010001010000000000000515BI0100001200 0.000 no Excess(+) Full Conversion INR

7.014 OD169708/2025-2026:Cost of GI specials (Bends,Tee,coupler, Tailpiece,end caps etc )5% cost of pipe. BI01010001010000000000000515BI0100001201 0.202 L.S Excess(+) Full Conversion INR

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