Consultancy Service for Survey, Geotechnical Investigation, Design and Estimate Preparation for Construction of New Check Dam/Bandhara/Hydraulic Structure in the Jurisdiction of Junagadh Irrigation Project Division, Junagadh for the year 2026-27

15-C Excavation for Trial Pits, trenches and 1.00 Cum. 343.00

quarry exploration in all sports of soil

including yellow, sandy and gravelly

soil, soft murrum including uniform

layers as and where directed etc.

complete. (without dewatering) As Per

Suggested By Geologist for Geology

mapping purposes or Suggested By

Engineer in charge. (c) 3.00 to

15-D Excavation for Trial Pits, trenches and 1.00 Cum. 367.00

quarry exploration in all sports of soil

including yellow, sandy and gravelly

soil, soft murrum including uniform

layers as and where directed etc.

complete. (without dewatering) As Per

Suggested By Geologist for Geology

mapping purposes or Suggested By

Engineer in charge. (d) 4.50 to

15-E Excavation for Trial Pits, trenches and 1.00 Cum. 47.00

quarry exploration in all sports of soil

including yellow, sandy and gravelly

soil, soft murrum including uniform

layers as and where directed etc.

complete. (without dewatering) As Per

Suggested By Geologist for Geology

mapping purposes or Suggested By

Engineer in charge. Extra rate for

every additional depth of 1.5 or part

16 Survey by using own DGPS instrument 1.00 Hactor 2402.00

for the topographical and contour

survey work in 10 x 10 Mt. Grid with

0.50 Mt. Contour interval, locating all

existing features with preparation and

submission of survey drawing in AO

Size sheet in One Hard & Soft Copy etc.

17 Surveying by DGPS including 1.00 K.M. 11569.00

measuring of alingment of earthen

dam/canal/proposed Check Dam and

creating the cross section and

longitudial section profile at 30 Mt.

interval/or closer as directed and

plotting etc. Complete. The survey

work shall be carried out for 150 Mt.

distance on both side.

18 Survey by using own DGPS instrument 1.00 Hactor 1646.00

for the topographical and contour

survey work in 30 x 30 Mt. Grid with

0.50 Mt. Contour interval, locating all

existing features with preparation and

submission of survey drawing in AO

Size sheet in One Hard & Soft Copy etc.

19 Drilling 100 mm dia. bore hole in all 1.00 Rmt. 7500.00

types of soil strata by machine drilling

method collecting undisturbed/

disturbed soil samples and performing

SPT test, determining allowable

bearing pressure and silt factor,

maximum up to 10 Mt. depth on

ground surface including mobilization,

conveyance, loading and boarding,

computation of SBC reporting charges

etc complete. Also submit Geological

cross section with strata classification

including bore hole location map with

co-ordinates and R.L. etc. complete.

Including submission of Soft Copy &

hard copy of result.

20-A Carryout detailed Hydraulics study 1.00 No. 40000.00

from available Toposheets for River/

Drain discharge at Checkdam site And

accordingly prepare Design of

Checkdam and its allied structures

considering soil investigation report as

per prevailing guidelines of Narmada,

Water Resources, Water Supply and

Kalpsar Department, Gandhinagar,

Government of Gujarat and relevant

codal provisions of Check-dam with

Submitting the Same Including Prepare

Catchment Area Drawing of Proposed

C.D Site at F.R.L , H.F.L and A.H.F.L

Level & Approval from Concern

Authority Including Transportation

charge, labour charge etc complete.

(Excluding Soil Test). All in 01 hard

copy and soft copy. Length of body

wall 0 to 30.00 Mt.

20-B Carryout detailed Hydraulics study 1.00 No. 55000.00

from available Toposheets for River/

Drain discharge at Checkdam site And

accordingly prepare Design of

Checkdam and its allied structures

considering soil investigation report as

per prevailing guidelines of Narmada,

Water Resources, Water Supply and

Kalpsar Department, Gandhinagar,

Government of Gujarat and relevant

codal provisions of Check-dam with

Submitting the Same Including Prepare

Catchment Area Drawing of Proposed

C.D Site at F.R.L , H.F.L and A.H.F.L

Level & Approval from Concern

Authority Including Transportation

charge, labour charge etc complete.

(Excluding Soil Test). All in 01 hard

copy and soft copy. Length of body

wall 31.00 to 60.00 Mt.

20-C Carryout detailed Hydraulics study 1.00 No. 70000.00

from available Toposheets for River/

Drain discharge at Checkdam site And

accordingly prepare Design of

Checkdam and its allied structures

considering soil investigation report as

per prevailing guidelines of Narmada,

Water Resources, Water Supply and

Kalpsar Department, Gandhinagar,

Government of Gujarat and relevant

codal provisions of Check-dam with

Submitting the Same Including Prepare

Catchment Area Drawing of Proposed

C.D Site at F.R.L , H.F.L and A.H.F.L

Level & Approval from Concern

Authority Including Transportation

charge, labour charge etc complete.

(Excluding Soil Test). All in 01 hard

copy and soft copy. Length of body

wall 61.00 to 100.00 Mt.

20-D Carryout detailed Hydraulics study 1.00 No. 100000.00

from available Toposheets for River/

Drain discharge at Checkdam site And

accordingly prepare Design of

Checkdam and its allied structures

considering soil investigation report as

per prevailing guidelines of Narmada,

Water Resources, Water Supply and

Kalpsar Department, Gandhinagar,

Government of Gujarat and relevant

codal provisions of Check-dam with

Submitting the Same Including Prepare

Catchment Area Drawing of Proposed

C.D Site at F.R.L , H.F.L and A.H.F.L

Level & Approval from Concern

Authority Including Transportation

charge, labour charge etc complete.

(Excluding Soil Test). All in 01 hard

copy and soft copy. Length of body

wall 101.00 to 150.00 Mt.

20-E Carryout detailed Hydraulics study 1.00 No. 150000.00

from available Toposheets for River/

Drain discharge at Checkdam site And

accordingly prepare Design of

Checkdam and its allied structures

considering soil investigation report as

per prevailing guidelines of Narmada,

Water Resources, Water Supply and

Kalpsar Department, Gandhinagar,

Government of Gujarat and relevant

codal provisions of Check-dam with

Submitting the Same Including Prepare

Catchment Area Drawing of Proposed

C.D Site at F.R.L , H.F.L and A.H.F.L

Level & Approval from Concern

Authority Including Transportation

charge, labour charge etc complete.

(Excluding Soil Test). All in 01 hard

copy and soft copy. Length of body

wall 151.00 to 200.00 Mt.

21-A Preparing detailed item-wise estimate 1.00 No. 20000.00

of check dam by level base method and

as per prevailing guidelines, circulars

and norms of Narmada, Water

Resources, Water Supply and Kalpsar

Department, Govt. of Gujarat and

Regional S.O.R. etc complete. All in

hard copy and soft copy. Length of

body wall 0 to 30.00 Mt.

21-B Preparing detailed item-wise estimate 1.00 No. 25000.00

of check dam by level base method and

as per prevailing guidelines, circulars

and norms of Narmada, Water

Resources, Water Supply and Kalpsar

Department, Govt. of Gujarat and

Regional S.O.R. etc complete. All in

hard copy and soft copy. Length of

body wall 31 to 60.00 Mt.

21-C Preparing detailed item-wise estimate 1.00 No. 30000.00

of check dam by level base method and

as per prevailing guidelines, circulars

and norms of Narmada, Water

Resources, Water Supply and Kalpsar

Department, Govt. of Gujarat and

Regional S.O.R. etc complete. All in

hard copy and soft copy. Length of

body wall 61 to 100.00 Mt.

21-D Preparing detailed item-wise estimate 1.00 No. 40000.00

of check dam by level base method and

as per prevailing guidelines, circulars

and norms of Narmada, Water

Resources, Water Supply and Kalpsar

Department, Govt. of Gujarat and

Regional S.O.R. etc complete. All in

hard copy and soft copy. Length of

body wall 101 to 150.00 Mt.

21-E Preparing detailed item-wise estimate 1.00 No. 50000.00

of check dam by level base method and

as per prevailing guidelines, circulars

and norms of Narmada, Water

Resources, Water Supply and Kalpsar

Department, Govt. of Gujarat and

Regional S.O.R. etc complete. All in

hard copy and soft copy. Length of

body wall 151 to 200.00 Mt.

I/We am/are willing to carry out the work at… % above/below percent (Should be written in figures

and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item (with brief Quantity Unit Rate Amount

No specification and reference to book

of specifications) In figures In Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ……………………………… (in

(C)Net Tendered Amount (A-B) (in figure) ………………………………

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: No. MIS

102010/17/K1, dtd. 30/07/2018 as stated in S.O.R. therefore in R.C.C. items where there is a change as per

actual mix design the cost of difference of cement consumption have been deducted from the rate of original

item at the rate of input rate mentioned in all the tender.

Signature of Contractor Executive Engineer

Junagadh irrigation project division,

SECURITIES AND OTHER FORMS

BID SECURITY (BANK GUARANTEE)

WHEREAS, ---------------------------------------- (name of Bidder) (hereinafter called the

“The Bidder”) has submitted his bid Dated ------------------------ (Date) for the

construction of ------------- (Name of Contractor hereinafter called “the Bid”)

KNOW ALL PEOPLE by these presents that We -------------------------------------------------

(name of Bank) of----------------------------------------------- (name of country) having our

registered office at -------------------------------------------------------( hereinafter called

“the bank”) are bound unto --------------------------------------------(name of Employer)

(hereinafter called “The Employer”) in the sum of ------------------------------------------ *

for which payment well and truly to be made to the said Employer the Bank itself, his

successors and assigns by these presents.

SEALED with the Common Seal of the said Bank this ---------------------- day of -------

THE CONDITIONS of these obligations are:

(1) If after Bid opening the Bidder withdraws his bid during the period of Bid validity

specified in the Form of Bid;

(2) If the Bidder has been notified of the acceptance of his bid by the Employer

during the period of Bid Validity:

A Fails or refuses to execute the Form of Agreement in accordance with the

Instructions to Bidders, if required; or

B. Fails or refuse to furnish the Performance Security, in accordance with the

Instructions to Bidders; or

C. does not accept the correction of the Bid Price pursuant to Clause

(Correction of Errors)

We undertake to pay to the Employer up to the above amount upon

receipt of his first written demand, without the employer having to substantiate

his demand, provided that in his demand the Employer will note that the

amount claimed by him is due to him owing to the occurrence of one or any of

the three conditions, specifying the occurred conditions or conditions.