Pradhan Mantri Krishi Sinchai Yojana WDC – 2.0 (MEGHPAR), PROJECT -2 PMKSY WDC 2.0 Samiti –Meghpar, JAMSAR Ta. JODIYA, Dist. Jamnagar

Name of Work: Causeway Cum Checkdam Nos.-1, Chackdam-4,Protection Wall-2

Downloading of tender documents

1 (Last Date and Time) Date. 23/3/2026, 16‐00 Hrs

Online submission of bid

(Last Date and Time)

Submission of EMD and tender fee

(Last Date and Time)

Technical Bid: Online verification of documents

(Date and Time)

5 Online opening of commercial bid (Date and Time) Date. 30/3/2026, 15‐00 Hrs

6 Estimated cost of work in RS. Rs.26,62,683/-

Demand draft of tender fee from any nationalised bank will be

7 in favour of “PROJECT DIRECTOR DWDU JAMNAGAR Rs.1500/-

PROJECT FUND IWMP‐26" (Payable at Jamnagar).

Demand draft /FDR E.M.D. from any nationalised bank will be in

8 favour of “PROJECT DIRECTOR DWDU JAMNAGAR PROJECT Rs.26,626/-

FUND IWMP‐26" (Payable at Jamnagar).

Tender Notice No: PMKSY WDC-2.0/Meghpar/Work/99/2025-26

Inviting Bids: District Level Office:

President, Project Director

PMKSY WDC -2.0 Samiti – Tarana,sampar,Madhapar,Jamsar District Watershed Development Unit

Village: Meghpar, Jamsar, Ta. Jodiya, Sardar Patel Bhavan,

District: Jamnagar Rameshwar Nagar, Jamnagar-361008.

Contact No: 9099052430 Telephone: 0288-2550525

email: [email protected]

Opening Authority: President PMKSY WDC -2.0 Samiti –Meghpar & Nodal Officer PIA – DWDU, Sardar Patel

Bhavan Near Rameshwar Nagar Jamnagar

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

Important Details

Details of Committee

PMKSY WDC-2.0 (Meghpar Project) have been Sanctioned under New common Guideline-2021

and running under District Watershed Development unit, Jamnagar. In Meghpar, Jamsar Village, Village

Level committee has formed for implementation of this project. This committee has registered by charity

Commissionerate office, Jamnagar as a public trust and its registration no is F/1346-1347-1348-

1352/Jamnagar and also registered under Society act–1860, GUJ/1441-1442-1443-1447/Jamnagar

Dt.19/12/2022. This is called “PMKSY WDC‐2.0 Samiti‐ Meghpar, Shampar”.

Details of Reference:‐

Gujarat State Watershed Management Agency, Gandhinagar has instructed by letter No.

Z-11011/08/2008-PPC-PART(I) Date. 19/01/2022, President PMKSY WDC-2.0 Samiti – Meghpar, Jamsar

inviting tender documents from for implementation of various Civil & other work in Meghpar, Jamsar

village of PMKSY WDC-2.0 Samiti- Meghpar, Jamsar, Inviting Tender documents from Government

registered/approved contractor as prescribe terms and conditions given in tender document.

Mode of sending the tender:

To view tender notice, detailed time schedule, tender document for this tender and

subsequently purchase the tender document and its supporting documents, kindly visit following E-

tendering website of www.nprocure.com

The offer should be submitted online in the prescribed form as per TWO ENVELOPE

SYSTEM ONLY. Both the bids (Technical as well as Commercial) shall have to be submitted online and

documents for technical bid will also send by RPAD/Speed post only. Bids not submitted online will

not be entertained.

The offers of the bidders qualifying technically are only eligible for opening of envelope

no.2. Commercial bid (Envelope No.2) will be opened in the presence of bidder or their authorized

representative present at a date which will be notified as above.

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

Details of security Deposit:‐

After opening of commercial bid, qualified bidder whose over all rates are lowest will

submit the security deposit within 7 days or the instruction given by the President, PMKSY WDC-2.0

Samiti – Meghpar, Jamsar (It is 10% of estimated cost and it is deposited in the form of

FDR (Nationalized Bank/ ICICI BANK/ HDFC BANK/ AXIS BANK) pledged in favour

of Project Director DWDU Jamnagar Project Fund IWMP‐26 Account.

Detail of Necessary Documents required for cover “A”:‐

(1) Government Registration Certificate of Approved Contractor (E2 and above)

(3) Demand Draft/FDR of E.M.D. (Exemption certificate of Authorize Department) & D.D. of tender fee

(Nationalized Bank/ICICI BANK/HDFC BANK/AXIS BANK) only.

(4) Income tax return three years. (A.Y. 2023-24, A.Y. 2024-25, A.Y. 2025-26)

(5) Experience Certificate of related works of Government department.

(6) Bank Account Detail passbook (Only Front Page) / Cheque.

(7) Self-Declaration Non-Blacklisted Firm on Notarized with Rs.300/- Stamp during BID date.

(8) Valid Recent Bank Solvency Certificate of Nationalized bank. (2.00 Lakhs and above)

(9) P.F. Number Certificate.

(10) G.S.T. Registration Certificate.

(11) Tender Form with Signature Copy of Contractor.

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

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President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

Technical Specification

ITEM NO. 1 & 2:- Excavation For deepening of pond/check dam including transporting and spreading the

excavated material for raising of embankment in uniform layer or as directed including

dressing, braking clods etc. for lead up to 1km and lift without rolling watering etc.

complete (Irri. sor 2023-24, che.no.5 p.no.20 I.no.1(A&B))

Excavation in all sort of strata and formation incl. depositing the unusual excavated stuff

as and where directed incl. sorting and stacking useful materials as directed upto 200 mt

lead and all lift etc. completed incl. dewatering

(A) IN OVERBURDEN INCL HARD MURRUM (B) Soft Rock

(Irri. sor 2023-24, che.no.5 p.no.20 I.no.1(A&B))

GENERAL: The site on which the structure is to be built shall be cleared and all obstructions, loose

stone, materials and rubbish of all kind, bush, wood and trees shall be removed as directed.

The un usefull materials so obtain shall be disposed of as directed incl. burning. The rate of

such site clearance shall be deemed to be incl. in the rate of the item of work. Any soil which

generally yields to the close application of pickaxes & shovels, phawaras, rakes or any such

ordinary excavating tools or organic soil, gravel, silt, sand clay/stiff clay, peat, soft to hard

murrum, rubber stone over burden etc. under this category. All specification for excavation

mentioned in general technical specification shall apply to this item also for classification of

strata, pay line, shoring and strutting, blasting, disposal of excavated stuff, etc.

SCOPE OF WORK: The work to be done under these specifications shall consist of furnishing all tools, plant and

labors and material required to carrying out excavation, conveyance and disposal of the

excavated stuff, maintaining the excavation slopes and trenches, preparing the foundations

as shown in the drawing or as directed in overburden including hard murrum strata.

Including dewatering.

WORKMANSHIP: Workmanship of the work under this item of work shall be as describe in general tech.

specification for excavation.

MODE OF MEASUREMENT AND PAYMENT:

Payment shall be made on volumetric basis per cubic meter No payment shall be made for

the unauthorized extra excavation. The measurement shall be taken as specified in general

Technical specification for excavation.

ITEM:-3 prov.& Laying in position "NOMINAL MIX" cement concrete using cement, sand and gravel by mass

and machine mix for RCC including necessary formworks compaction curing as directed with all

lead & lift etc. complete For foundation concrete /other general purpose. Concrete (1:2:4) Grade

size - 20mm to 40mm (cement level 313 kg/cum)

(Irrigation SOR 2023-24 CH-5 Page no-20, Item NO.4 (4C))

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

i) CEMENT: Specification m-2 of material section shall apply. ii) WATER: Specification m-1 of material section

shall apply. iii) FINE AGGREGATE: Specification m-3 of material section shall apply. Iv) COARSE AGGREGATE:

Specification m-4 of material section shall apply.

General technical specifications for concrete works shall apply here also. Concrete mix shall be " nominal mix

" or design mix as decided by engineer in charge and is to be design by preliminary tests in the laboratory. The

proportions for ingredients shall be by mass on except for water. The grade of concrete shall be M-15 (1:2:4)

with M.S.A.- 40mm

SCOPE OF WORK. :

The scope of work under this item includes doing RCC at various work locations & compartments as classified

under the item including providing and supplying all materials labors and use of equipment machinery with

providing, erecting and dismantling of necessary formwork and centering. The scope of work also incl. laying

of concrete in position as directed by machinery or by manually with compaction by means of needle of surface

vibrator together with finishing the expose surface of concrete work to obtain dense and compact surface,

curing for a specified period etc.

Specifications for workmanship laid down in general technical specifications for concrete works shall apply

here also. The workability of the concrete mix shall be controlled by maintaining a w/c ratio, that is bound to

give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty with the means

MODE OF MEASUREMENT AND PAYMENT :

The rate shall be for a unit of one cubic meter. The consolidated cubical contents of concrete work as specified

in item shall be measured. The concrete laid in excess of section shown on drawing or as directed shall not be

measured. No deduction shall be made for-

i) Ends of beams, girders, joist, steps, posts etc. of des-similar materials upto 500 sq. cms. in section ii) Opening

upto 0.1 sq.mt.in area.

The rate includes cost of all materials, labor, tools and plants required for mixing, placing in position, vibrating

and compacting, finishing, as directed, curing and other incidental expenses for producing concrete of

specified strength. The rate includes cost of formwork.

prov.& Laying in position cement concrete using cement, sand and crushed metal coarse aggregate

and machine mix for PCC/RCC including necessary formworks compaction by vibrator, curing as

directed with all lead & lift etc. complete (Excluding cost of steel) FOR BODY WALL, APRON, TRAINING

WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. 4/C Concrete (1:2:4) and MSA-40mm

(cement level 313 kg/cum)

(Irrigation SOR 2023-24 CH-5 Page no-20, Item NO,4 (4C)

i) CEMENT : Specification m-2 of material section shall apply. ii) WATER :Specification m-1 of material section

shall apply. iii) FINE AGGREGATE : Specification m-3 of material section shall apply. Iv) COARSE AGGREGATE

: Specification m-4 of material section shall apply.

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

General technical specifications for concrete works shall apply here also .Concrete mix shall be " Machine mix

" or design mix as decided by E.I.C,. and is to be design by preliminary tests in the laboratory. The proportions

for ingredients shall be by mass only except for water. The grade of concrete shall be M-15 (1:2:4) with size

of aggregate MSA-40mm

SCOPE OF WORK. :

The scope of work under this item includes doing .R.C.C. at various work locations and compartments as

classified under the item including providing and supplying all materials labors and use of equipment

machinery with providing, erecting and dismantling of necessary formwork and centering. The scope of work

also incl. laying of concrete in position as directed by machinery or by manually with compaction by means of

needle of surface vibrator together with finishing the expose surface of concrete work to obtain dense and

compact surface, curing for a specified period of 28 days.

Specifications for workmanship laid down in general technical specifications for concrete works shall apply

here also. The workability of the concrete mix shall be controlled by maintaining a w/c ratio that is bound to

give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty with the means

MODE OF MEASUREMENT AND PAYMENT :

The rate shall be for a unit of one cubic meter. The consolidated cubical contents of concrete work as specified

in item shall be measured. The concrete laid in excess of section shown on drawing or as directed shall not be

The rate includes cost of all materials, labor, tools and plants required for mixing, placing in position, vibrating

and compacting, finishing, as directed, curing and other incidental expenses for producing concrete of

specified strength. The rate includes cost of formwork.

Back filling with selected earth brought from outside borrow area excavated useful material including

watering ramming, consolidation by hand temping all lead and lift etc. complete.

( Irri. SOR 2023-24, Cha.No. 6, Page No.23, Item No.4)

Selected earth obtain from outside the borrow area/pits or useful excavated materials other than I.P. material.

GENERAL : SCOPE OF WORK :WORKMANSHIP :

The item includes excavation from borrow area/pits & conveying the same to the site of work, stacking and

spreading in uniform layers of thickness ( loose ) not exceeding 25 cm or as directed & shall be well compacted.

No back filling shall be done behind masonry/concrete which is steel fresh. Consolidation near the structure

shall have to be done by suitable pneumatic tampers/hammers, or plate vibrators, or light rollers etc as

directed by engineer in charge with watering. Back filling shall be done simultaneously with raising of the

structure. The scope of work includes excavation, carting, loading/unloading, stacking, spreading the material

with rolling and watering with all machineries and labors required with a lead of 1.0 km and all lift. Work shall

be done with all care so that there shall not be any damage to the structure. Finished earth fill shall be of

required density.

MODE OF MEASUREMENT AND PAYMENT :

The item shall be paid on cubic meter basis based upon cross section of work done. The rate is inclusive of

rolling and watering and lead of 1.0 km or as specified in the item and all lift.

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

Providing and laying 15cm thick STONE SOLING below apron using stone weighing not less than 20 Kg

or as specified as per design and drawing including hand packing etc. complete with all lead and lift.

(Irri. SOR 2023-24, Cha. No.8, Page No.41, Item No.24).

This item includes providing and laying rubble for soling base to concrete provided on causeway top as per

drawing or as specified by engineering charge.

The material required for this work like rubble shall be of good quality as specified in general specification.

The weight of stone shall not be less than as specified. Voids shall be packed by small stone or boulders and hammered

by hand to fix tightly in voids.

Before starting the work, the base ground or earth work shall be well dressed and in proper gradient.

All material equipment and labor required for providing and laying rubble talus shall be supplied by the

contractor. The stones shall be laid carefully true to line and grades as directed by Engineer-in-Charge. The voids

between stones shall be filled by small stones and packed firmly. The top of talus shall be well in proper gradient.

The measurement of work shall be in cubic meter basis of work actually done. The rate shall be including cost

of materials and labors for completed item. The rate shall be paid for cubic meter basis of completed item.

Item NO.7 Prov. &Laying in position-controlled cement concrete using cement, sand and crushed aggregate by

mass and machine mix for R.C.C./CC work including necessary formworks, centering, scaffolding,

compaction by vibrator, curing as directed with all lead & lift etc. complete. Excluding cost of

reinforcement FOR PLINTH COURSE & COPING (A) Concrete grade m-15 and MSA-20 mm

Irrigation SOR 2023-24 .Che.no.5 p.no.20 I.no.4(4C)

i) CEMENT : Specification m-2 of material section shall apply.

ii) WATER : Specification m-1 of material section shall apply.

iii) FINE AGGREGATE : Specification m-3 of material section shall apply.

iv) COARSE AGGREGATE : Specification m-4 of material section shall apply.

General technical specifications for concrete works shall apply here also .Concrete mix shall be " nominal

mix " or design mix as decided by engineer in charge, and is to be design by preliminary tests in the

laboratory. The proportions for ingredients shall be by mass only except for water. The grade of concrete

shall be M-15 (1:2:4) with M.S.A.- 20 mm

SCOPE OF WORK. :

The scope of work under this item includes doing RCC at various work locations & compartments as

classified under the item including providing and supplying all materials labors and use of equipment's

machinery with providing, erecting and dismantling of necessary formwork and centering. The scope of

work also incl. laying of concrete in position as directed by machinery or by manually with compaction

by means of needle of surface vibrator together with finishing the expose surface of concrete work to

obtain dense and compact surface, curing for a specified period etc.

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

Specifications for workmanship laid down in general technical specifications for concrete works shall

apply here also. The workability of the concrete mix shall be controlled by maintaining a w/c ratio, that is

bound to give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty

with the means specified.

MODE OF MEASUREMENT AND PAYMENT:

The rate shall be for a unit of one cubic meter. The consolidated cubical contents of concrete work as

specified in item shall be measured. The concrete laid in excess of section shown on drawing or as directed

shall not be measured. No deduction shall be made for-

i) Ends of beams, girders, joist, steps, posts, etc. of des-similar materials upto 500 sq. cms. in section..

ii) Opening upto 0.1 sq.mt.in area.

The rate includes cost of all materials, labor, tools and plants required for mixing, placing in position,

vibrating and compacting, finishing, as directed, curing and other incidental expenses for producing

concrete of specified strength. The rate includes cost of formwork.

ITEM NO. 8 Earthwork for embankment from borrow pit in all sort of soil and soft murrum or

other suitable strata as directed including braking clods and dressing to the design

sec with lead as under and all lift incl. site clearance etc. complete. For all Canal

capacity & without rolling and watering 0 to 30 mt lead.

(Irrigation SOR 2023-24, Chapter No.5, Item No.4, Page No.23 )

GENERAL : Specifications and requirement laid down in general technical specification for EARTH

WORK shall apply.

SCOPE OF WORK: The scope of this item of work includes back filling by quarrying, transporting the suitable

materials from borrow areas or suitable excavated stuff with a all lead all lift and laying,

spreading in specified layer with necessary dressing, finishing, ramming and consolidation

by hand tamping etc. complete.

WORKMANSHIP: Specifications laid down in general technical specification for EARTH WORK shall apply.

Suitable materials shall be stacked in piles and same shall only be spread after approval of

department. Spreading in specified layer can be performed by suitable machinery or by

manually. Embankment material shall be free from all perishable or unsuitable material; if

found shall be removed during embankment operation and embankment shall be cleaned.

The bond between old and new earth work / embankment shall be carried out by loosened

the old embankment surface by means plough, ripper or other suitable method or providing

steps as per site condition.

The work shall have to carry out with best workmanship manner with the use of modern

earth work machineries as specified in general technical specifications.

MEASUREMENT AND PAYMENT:

The payment of this item shall be made on cubic meter basis of the completed work in all

respect. The mode of arriving at quantities payable under this item shall be governed as

mention in general technical specification for earth work.

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

ITEM NO. 9 Providing and fixing in position white marble plate of size 45x45x1.8 cm incl. engraving the

letters as drawing/as directed etc. complete.

Irrigation SOR 2023-24 Chapter No.5, Item No.17, Page No.22

MARBLE PLATE : Marble shall be of good quality white of fine grain.

GENERAL: SCOPE OF WORK: WORKMANSHIP:

The scope of item includes providing, engraving letters and fixing marble plate of size 45 X

45x1.80 cms. as and where directed with all lead & lift. The work shall be carried out with

best workman like manner. The marble shall be of good quality, fine grained, hard, uniform

and homogeneous in texture. The marble shall have crystalline grain and free from any

defects and cracks. The front face shall be of machine polished one and rear side shall be

rough to provide good bond to cement mortar. The letters of required size, font and lipi shall

be engraved by best artisan as directed by engineer in charge.

The wall surface shall be covered with 10mm thick rough cement mortar 1:3 plaster and

allowed to harden. If it is to be fixed on already plastered surface, than, plaster shall be

roughened by chisel. The rates are inclusive of cement plaster & cement mortar / slurry. The

back of marble plate shall be floated with cement slurry and fixed to the surface by gentle

tapping with wooden hammer. All the four edges shall be flushed with vata. The work shall be kept

wet for seven days.

MODE OF MEASUREMENT AND PAYMENT :

The work shall be paid on number basis of completed work.

President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor

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President, PMKSY WDC‐2.0 Samiti – Meghpar, Jamnagar Signature Of Contractor