Providing, Laying Drainage Line, Repairing Manhole, CC Work, Paver Work & Other Infrastructure work in Kalol Nagarpalika. (Yearly Rate)

Online Opening of the Financial

Will intimate latter to qualified bidder

KALOL NAGARPALIKA

KALOL NAGARPALIKA - KALOL

DIST. : GANDHINAGAR

PERCENTAGE RATE TENDER

Providing, Laying Drainage Line, Repairing Manhole, CC Work, Paver

Work & Other Infrastructure work in Kalol Nagarpalika. (Yearly Rate)

4248=00 (None Refundable)

5 TENDER FEE RS

(Demand Draft Payable to Chief Officer, KALOL Nagarpalika)

6 (F.D.R. of Nationalized Bank) (Payable to Chief Officer, KALOL

7 TIME LIMIT 24 Months (Including Monsoon)

Within 10 (Ten) days of receipt of Letter of Acceptance, the successful Bidder

shall furnish to the Employer an irrevocable and unconditional guarantee from a

Bank in the form set forth in Section 8 (the “Performance Security”) for an

Amount equal to 5% (five percent) of its Contract Price. In case of bids

mentioned below, the successful Bidder, along with the Performance Security,

If the Contract Price offered by the Selected Bidder is lower than 10% but upto

20% of the Estimated Project Cost, then the Additional Performance Security

shall be calculated @ 20% of the difference in the (i) Estimated Project Cost (as

mentioned in Bid Document) - Minus 10% of the Estimated Project Cost and (ii)

8 Contract Price offered by the selected Bidder.

If the Contract Price offered by the Selected Bidder is lower than 20% of the

Estimated Project Cost, then the Additional Performance Security shall be

calculated @ 30% of the difference in the (i) Estimated Project Cost (as

mentioned in Bid Document) - Minus 10% of the Estimated Project Cost and (ii)

Contract Price offered by the selected Bidder.

This Additional Performance Security shall be treated as part of the

Performance Security.

The Performance Security shall be valid beyond 60(sixty) days of the

Defects Liability Period and the Additional Performance Security shall be

valid beyond 28 (twenty-eight) days of Project Completion Date.

10 GST Nagarpalika will pay GST on Contract Amount.

Nagarpalika will deploy Third Party Inspection agency for this work. Or,

Contractor will deploy Third Party Inspection Agency who having

experience of TPI work on Construction Project of any Government

Sector for this work.

The charges of Third Party Inspection will be bare by Contractors. TPI

Certificate Required for Each Bill.

List of the Approved Banks for Tender Fee /EMD/SD/Solvency Certificate

A. Guarantee issued by following banks will be accepted as SD on permanent basis.

1. All Nationalized Banks including the Public Sector Bank-IDBI LTDP

2. Private Sector Banks authorized by RBI to undertake State Government Business

(At present: AXIS Bank, ICICI Bank, HDFC Bank)

Note: All Approved RBI Banks.

FORM B -1 E-Tendering

PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS

(A) Details of Tender Item :

Sr. Estimated Total Period of

No Name of Work Tender Value Security Completion

(In Rs.) fee In Rs.

. (In Rs.) Deposit of work

1 Providing, Laying Drainage

Line, Repairing Manhole, CC

Work, Paver Work & Other 30000000=00 300000=00 4248=00 5% 24 Months

Infrastructure work in Kalol

Nagarpalika. (Yearly Rate)

(A) Eligibility: Contractor who has registered in Class-“B”or more and fulfill the criteria describe in

(B) Schedule for e-tendering is fixed as under :

(i)  Downloading of tender As per Mild Stone Dates

Documents End Date

(ii)  Online submission of Bid As per Mild Stone Dates

(iii)  Submission of EMD and Tender As per Mild Stone Dates

fee and following documents:

(iv)  Date of Physical Document As per Mild Stone Dates

(v)  Date of Price Bid Document As per Mild Stone Dates

(vi)  Bid Validity Period 120 days from the last date of downloading Bids

 Bidders can download the tender documents free of cost from the website. www.nprocure.com

 Bidders have to submit bid in Electronic format only on above mentioned website till the Date & Time

 Offers in physical form will not be accepted in any case.

Bidders who wish to participate in online tenders will have to procure/should have legally valid Digital

Certificate (Class-III) as per Information Technology Act-2000 using which they can sign their electronics

bids. Bidders can procure the same from any of the license certifying Authority of India or can contract

(n) code solution – a division of GNFC Ltd., who are licensed Certifying Authority by Govt. of India.

(D) (i) Bid inviting authority Chief Officer–Kalol Nagarpalika, Dist : Gandhinagar

(ii) Bid Opening Authority Chief Officer– Kalol Nagarpalika, Dist : Gandhinagar

(E) Mode of Quoting Rates Percentage premium or rebate in words and figures

at the end of Schedule-B

As a result of E-tendering the information / Instructions following may be read as modified below:

Chief Engineer / Superintending Engineer / Chief Officer

Executive Engineer / Dept. Executive Engineer

Engineer in charge Consulting Civil Engineer

(Appointed by Kalol Nagarpalika)

Governor of the State of the Gujarat Chief Officer of the Nagarpalika Kalol

Government / Gujarat State /District Panchayat Kalol Nagarpalika

Notice Inviting Tender on Pages 7 may be read as modified below:

NOTICE INVITING TENDERS

1. Tenders are invited on behalf of Chief Officer of Nagarpalika Kalol for work as per page number one of

this Booklet. The work is estimated to cost of Rs. 30000000=00 this estimate however, is given as a

2. The works are required to be completed within 24 months as per the terms of the contract conditions.

Contractor who has registered in Class-“B” or more and fulfill the criteria describe in Appendix-I.

3. Bid document can be downloaded & Submitted in Electronic Format on online website

www.nprocure.com End as per Milestone date

5. Copies of other drawings and documents pertaining to tender and signed for the purpose of identification

by the Accepting Officer or his accredited representative will be open for inspection by tenderers at the

following offices during working hours between the dates mentioned in clause 4 above.

6. Tenderers are advised to visit the site sufficiently in advance of the date fixed for submission of the

tender. A tenderer shall be deemed to have full knowledge of all the relevant documents samples, site

etc; whether he inspects them or not.

7. Submission of a tender by a tenderer implies that he has read this notice and all other contract

documents and has made himself aware of the scope and specification of the work to be done and of

conditions and rates at which stores, tools and plant etc. will be issued to him, by Nagarpalika and local

conditions and other factors bearing on the execution of the works.

8. The bidder should quote his bid premium or rebate at the end of Schedule B. If he do not wish to quote

premium or rebate, he should indicate “at par” in the blank space preceding “% above/below” in

Schedule B. Thereafter he should work out and indicate the offered bid amount both in words and figures

9. All rates shall be quoted on the tender form.

10. The tender for the works shall not be witnessed by a contractor or contractors who himself / themselves

has/have tendered or who may and has/have tendered for the same works. Failure to observe this

condition shall render the tender of the contractor tendering, as well as of those witnessing the tender,

liable to rejection.

11. The Offered bids will be opened as per Milestone Date in the presence of bidders who may choose to

remain present in the office of the Bid opening Authority Specified in bid documents.

12. A fixed deposit receipt of Rs.300000=00 pledged in the name of Chief Officer, Kalol Nagarpalika, Kalol

from any Nationalized Bank, reputed Scheduled Bank except co-operative bank having a branch at Kalol

and valid up to 28 days from the date of closure of the bid validity period of 120 days.

13. A tenderer shall submit the tender which satisfies each and every condition laid down in this notice and

tender documents, failing which the tender will be liable to be rejected.

14. The Chief Officer of the Kalol Nagarpalika does not bind himself to accept the lowest or any tender or to give

any reasons for the decision.

15. This notice of tender shall form part of the contract documents.

For and on behalf of the Kalol Nagarpalika.

Kalol Nagarpalika

For tender and work details and queries, please contact following officers:

Sr. No Name Designation Contact No.

1. Kalol Nagarpalika Office 02764-223291

2. Chief Officer Chief Officer 63598

3. Engineer Engineer 63598

QUALIFICATIONS OF TENDERERS

Providing, Laying Drainage Line, Repairing Manhole, CC Work, Paver Work & Other Infrastructure work in

Kalol Nagarpalika. (Yearly Rate).

Amount Rs:- 30000000=00

Tenderer shall be required to submit the enlisted documents Online along with Scan Copy of EMD and tender

fees. If documents are insufficient or it does not match the required criteria mentioned below, then the Price

Bid of the tenderer shall not be opened. Tenderer shall be required to submit the original hard copy of EMD,

Tender fees and all documents require for Pre-Qualification in Specified Time.

Mainly tenderer shall fulfil following Criteria for pre-qualification,

(a) Valid Solvency certificate of 20% Of Tender Amount from bankers of schedule bank / nationalized

bank issued on or after 1st January-2026 must be enclosed

(b) Valid Registration in Class – “B” or more with the Gujarat State Govt. or PWD / CPWD department

an attested copy must be enclosed. (If Bidder Applied for Renewal of Registration, Bidder must

have to attach receipt of renewal fee for valid registration.)

(c) Attested copy of PAN number must be enclosed.

(d) Attested copy of P.F No must be enclosed.

(e) Attested copy of GST No must be enclosed.

(f) Attested Copy of completion Certificate in Form 3A for the

Single work of constructing Similar Nature Yearly Rate work amounting to minimum Rs. 80% of the

Tender Amount (Rs. 240 Lacs) (Only Government / Semi Government / Nagarpalika / Maha

nagarpalika) in last Five years (From 01.04.2021 To Till Date) must be enclosed.

Two work of constructing Similar Nature Yearly Rate work amounting to minimum Rs. 50% of the

Tender Amount (Rs. 150 Lacs) (Only Government / Semi Government / Nagarpalika / Maha

nagarpalika) in last Five years (From 01.04.2021 To Till Date) must be enclosed.

Three work of constructing Similar Nature Yearly Rate work amounting to minimum Rs. 40% of the

Tender Amount (Rs. 120 Lacs) (Only Government / Semi Government / Nagarpalika / Maha

nagarpalika) in last Five years (From 01.04.2021 To Till Date) must be enclosed.

(g) Average Annual Turnover during Last 3 financial years should be 30% of the Tender Amount An

attested copy of C.A Certificate or Audited Report showing works income of last 3 Years must be

(h) Applicant should provide Undertaking in Regard to black list on Letter Head. The same is must be

provide at the Agreement time on 50 Rs Stamp Paper.

(i) Site Visit certificate should be attached with tender document on Company Letter Head.

(j) Attested copy List of Tools and Machinery owned should be enclosed on Company Letter Head.

(k) Attested copy List of Technical & Non-Technical staff should be enclosed on Company Letter Head.

Note: (1) Nagarpalika will pay GST on Contract Amount.

(2) Joint ventures are not allowed.

(3) Defect Lability Period shall be 36 months from the certified date of completion.

(4) Maintenance will be carried out by agency for 36 months from the certified date of completion on

his own Expense.

(5) Standard Bidding Document (SBD) is Part of Tender.

(Undertaking in Regard to black list thereof)

(On 50 Rs. Stamp Paper)

Bidders will have to furnish the following undertaking duly filled in, signed and stamped for tender along with

the technical Bid.

black listed by any government organization / department & all attached documents are authenticated.

Contractor’s Signature

With Seal &Date.

Seal of the Company.

SITE VISIT CERTIFICATE

(On Company Letter Head)

authorized representative of

M/S.____________________________________ have visited the site

of Providing, Laying Drainage Line, Repairing Manhole, CC Work, Paver

Work & Other Infrastructure work in Kalol Nagarpalika. (Yearly Rate). at Kalol

Nagarpalika area, Kalol, Dist : Gandhinagar. On Dt._______________.

We have taken measurements of the existing Site of above

work. We have inspected and evaluated the existing site with

reference to its location, plot size conditions, sub soil water table,

surface water table etc. we have submitted this offer after satisfying

ourselves about the local conditions local cost etc.

We have quoted our rate for tender item including level survey

work, site clearing & dewatering. We will not claim any extra items like

service restoration (Telephone cable, Network cable, Electrical cable,

Storm water pipe line, Water supply pipe line, Sewerage pipe line etc.)

during excavation work as per tender rules.

Signature of Tenderer

Condition of Particular Application

2.1(i) The bids shall be offered in Electronic format only on online website www.nprocure.com till

the mention date and time.

(ii) Payment of Tender Fee and Earnest Money Deposit: “Fix Deposit Receipt for E.M.D. &

Demand Draft for Tender Fee shall be submitted in electronic format only through online (by

scanning) while uploading the bid. This submission shall mean that E.M.D. & tender fee are

received for purpose of opening the bid. Accordingly offer of those shall be opened whose

E.M.D. & Tender Fee is received electronically. However for the purpose of realization of

F.D.R. & D.D. bidder shall send the F.D.R. & D.D. in original through R.P.A.D./Speed Post

so as to reach to Chief Officer Kalol Nagarpalika within mention date & time. Penaltative

action for not submitting F.D.R. & D.D. in original to Chief Officer by bidder shall be initiated.

(EMD exemption certificate will not be accepted)

Page – 9 Instruction 8 : words “Digitally be added between “be” and “Initialled”

Instruction 9, 10, 10A and 12C are deleted

Instruction 11 : is renumbered as 9 and substituted as under :- “9” In addition to the above, the

bid will also be liable to be rejected if :-

(i) The bidder proposes and alteration in the work specified or in the time allowed for

carrying out the work or any condition in the covering letter.

(ii) The bidder or the person authorized to sign on behalf of the bidder does not digitally

sign the bid offer.

Page – 11 The writing in lower part of this page beginning with “OR” is deleted and Rules 2 & 4 are

“2” The bidder or the person authorized to sign digitally on behalf of the bidder shall sign the bid

document. The copy of legal status of bidder (Partnership Deed or Articles of Association of the

company) along with authority to sign digitally on behalf of the bidder will be furnished along

with other documents to be dispatched physically.

“4” The words “at what rate, he is willing to undertake each items of work in second line of this

instruction may be substituted to read as at what percentage above or below he is willing to

undertake the work”

Page – 12 Instruction No. 11 is deleted.

Page – 13 Instruction No. 17 is substituted as under.

The tender for the work shall remain open for a period of 120 days counted from the last date

of online submission of bid.

Page - 16 1% amount of running bill will be deducted from the bill as labour cess. Prices quoted by the

bidder shall be firm for the entire period of Contract without any escalation. And prevailing

income tax deducted from each bill.

Page – 22 CLAUSE 17A – Para (a) to (d) substituted as under:

The defects liability period shall be 3 years from the certified date of the completion.

1) This bidding process is for Providing, Laying Drainage Line, Repairing Manhole, CC Work, Paver

Work & Other Infrastructure work in Kalol Nagarpalika. (Yearly Rate) .

2) The prices quoted shall also include the Preparing materials and cube testing charges. And

Materials and cube testing only Government Approved Laboratory and Geri.

3) The bidder should quote his bid premium or rebate at the end of Schedule B. If he do not wish to

quote premium or rebate, he should indicate “at par” in the blank space preciding “% above / below”

in Schedule B. Thereafter he should work out and indicate the offered bid amount both in words and

figures in Schedule B.

4) The design obligation and responsibility of the bidder has been properly defined in the bid document.

during construction with the successful bidder.

6) The bidder shall be deemed to have allowed in his price for provision, maintenance and final

removal of all temporary works of whatsoever nature required for construction including temporary

bunds, diverting water, pumping, dewatering etc. for the proper execution of works. The rates shall

also be deemed to include any works and setting out that may be required to be carried out for

laying out of all the works involved.

and other sections of these bid documents and these documents are to be taken as mutually

explanatory of one another.

8) Prices quoted by the bidder shall be firm for the entire period of Contract without any escalation.

9) The bidder shall interpret the data furnished and carry out any additional survey work, or

investigation work required at his own cost.

10) The prices quoted shall also include the cost of materials utilized including testing.

11) The bidder should acquaint himself with the site conditions including the access to Worksite. The

successful bidder shall have to make suitable access to worksites at his own cost. These accesses

will be used by the other contractors working for Nagarpalika

12) Statutory variation if any will be on account of Nagarpalika.

13) All work carried out by specification of R&B Division & directed by Engineer-in-charge.

14) Sales Tax / Works Contract Tax, Vat, service Tax or any other taxes applicable in respect of the

contract shall be payable by the contractor

15) STANDARD BIDDING DOCUMENT is Part of Tender.

Signature of Contractor

Chief officer, President,

Kalol Nagarpalika, Kalol Kalol Nagarpalika, Kalol

Name of work : Providing, Laying Drainage Line, Repairing Manhole, CC Work, Paver Work & Other

Infrastructure work in Kalol Nagarpalika. (Yearly Rate)

Details of Materials to Be Issued by Department

Sr. No. Description of Materials Quantity in mtr Issue Rate Place of Delivery

Signature of Contractor

Chief officer, President,

Kalol Nagarpalika, Kalol Nagarpalika,

KALOL NAGARPALIKA, KALOL DIST.- GANDHINAGAR

Name of work - Providing, Laying Drainage Line, Repairing Manhole, CC Work, Paver Work & Other

Infrastructure work in Kalol Nagarpalika. (Yearly Rate)

PERCENTAGE RATE TENDER

Description Quantity Unit Rate

Excavation for foundation upto 1.5 m depth including sorting

1 out and stacking of useful materials and disposing off the 1.00 Cumt

excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Demolition including stacking of serviceable materilas and

2 disposal of unserviceable materials with all lead and lift. (i) 1.00 Cumt

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

anddisposing off the excavated stuff upto 50 Meter lead. (A)

Loose or soft soil

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (B)

Dense or Hard soil

Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding

cm. in depth consolidating each disposited layer by ramming

Filling in foundation and plinth with murrum or selected soil in

6 layers of 20cm. thickness including watering, ramming and 1.00 Cumt

consolidating etc. complete.

Filling in foundation and plinth with brick Bats Chhara in

7 layers of 20cm. thickness including watering, remming and 1.00 Cumt

consolidating etc. complete.

Rolling and consolidation of soling including filling in

8 depression which occur during the process, with power roler 1.00 Sqmt

8 tonne to 12 tonne

Tamping and consolidation of soling including filling in

9 depression which occur during the process, with Hand 1.00 Sqmt

Temporary/Permanent plugging and blocking of sewer line,

10 branch connections and diversion of flows and removal of all 1.00 Sqmt

plugs, etc. Up to 300mm

Temporary/Permanent plugging and blocking of sewer line,

11 branch connections and diversion of flows and removal of all 1.00 Sqmt

plugs, etc. For 450mm

Temporary/Permanent plugging and blocking of sewer line,

12 branch connections and diversion of flows and removal of all 1.00 Sqmt

plugs, etc. For 600mm

Temporary/Permanent plugging and blocking of sewer line,

13 branch connections and diversion of flows and removal of all 1.00 Sqmt

plugs, etc. For 900mm

Providing and laying (to level or slopes) and jointing with stiff

mixture of Cement Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes and joints

complete.(A) 100mm dia.

Providing and laying (to level or slopes) and jointing with stiff

mixture of Cement Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes and joints

complete.(A) 150mm dia.

Providing, Supplying, Lowering, laying and jointing ISI

Standard R.C.C. pipes (of Sulphate Resisting Cement) in

16 standard lengths of following class and diameter suitable for 1.00 Rmt

either collar joints or rubber ring joints including all taxes,

insurance, transportation, freight charges, octroi, inspection

Description Quantity Unit Rate

charges, loading, unloading, conveyance to departmental

stores, stacking etc. Note: One collar should be supplied with

each full length plain ended RCC pipe, cost included in rates

below. One rubber ring should be supplied with each full

length socketed pipe, cost included in rates below. NP3-

Providing, Supplying, Lowering, laying and jointing ISI

Standard R.C.C. pipes (of Sulphate Resisting Cement) in

standard lengths of following class and diameter suitable for

either collar joints or rubber ring joints including all taxes,

insurance, transportation, freight charges, octroi, inspection

17 charges, loading, unloading, conveyance to departmental 1.00 Rmt

stores, stacking etc. Note: One collar should be supplied with

each full length plain ended RCC pipe, cost included in rates

below. One rubber ring should be supplied with each full

length socketed pipe, cost included in rates below. NP3-

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying heavy

18 traffic as per IS 458-1991 specifications including setting the 1.00 Rmt

pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters. (i) 300mm dia.

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying heavy

19 traffic as per IS 458-1991 specifications including setting the 1.00 Rmt

pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters. (i) 450mm dia.

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying heavy

20 traffic as per IS 458-1991 specifications including setting the 1.00 Rmt

pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters. (i) 600mm dia.

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying heavy

21 traffic as per IS 458-1991 specifications including setting the 1.00 Rmt

pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters. (i) 900mm dia.

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying heavy

22 traffic as per IS 458-1991 specifications including setting the 1.00 Rmt

pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters. (i) 1200mm dia.

Providing and constructing Sewer manholes, scraper

manholes and unit house connection chamber, as per the

type design in brick masonry in C. M. 1:5 and inside and

outside 20mm thick plastering in C. M. 1:3 necessary 100mm

coping with reinforcement in R.C.C.M. 200 fixing C. I. steps

and fixing manhole frame and covers (But excluding supply

of manhole frame and covers) over manholes and house

23 connection chambers and fixing Manhole covers (but 1.00 Nos.

excluding supplying of manhole covers) over scraper

manhole etc. complete, providing and fixing safety chain

wherever necessary as per the stipulations in the type design

complete as per latest CPHEEO manual. (excl. excavation).

Manhole type "A" Circular type having in side dia meter of

1200mm for depth up to 1.5m depth (for 150mm to 500mm

Extra depth beyond 1.0m but up to 1.5m depth for "A" type

Manhole type "B" Circular type having in side dia meter of

25 1500mm for depth from 1.5m to 4.0m depth (for 150mm to 1.00 Nos.

600mm dia sewer)

Extra depth beyond 1.5m but up to 4.00 m depth for "B" type

Description Quantity Unit Rate

Manhole type "C" Circular type having in side dia meter of

27 1500mm for depth from 4.5m to 6.0m depth (for 150mm to 1.00 Nos.

1800mm dia sewer)

Extra depth beyond 4.0m but up to 6.00 m depth for "B" type

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe

with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed concrete

etc. complete.(i) Inside dimensions 455mm x 610mm and

450mm deep for single pipe line.

Construction of valves chambers in brick or bela stone

masonry, locally available in C. M. 1:6. Foundation concrete

150 mm thick in C. C. 1:4:8 of trap metal size 25 mm to

mm thick, inside cement plaster in C. M. 1:3 and cement

pointing outside in C. M. 1:3 and top cover of precast RCC

slab 100 mm thick (with key hole in two parts, each with

30 handles or MS Bar etc. complete as given size) Upto 1 Mt. 1.00 Nos.

depth from G. L. to pipe invert level inc. complete civil works

but excl. cost of excavation and refilling, with cast in situ

RCC slab in one single piece with fixing of CI-MH Frame and

cover (excl. cost of CI-MH Frame and cover) with 23mm thick

brick masonry wall in C.M.1:6, Size of chamber 0.90m x

0.90m x 1.00m depth

31 For 1.0 Mt. Extra Depth 1.00 Mt.

32 Size of chamber 0.60m x 0.60m x 1.00m depth 1.00 Nos.

33 For 1.0 Mt. Extra Depth 1.00 Mt.

RCC precast M.H. Frame & Cover Manufacture, supply &

Delivery at store or at site of work precast RCC M.200 Frame

& cover suitable to drainage M.H. and as per type design &

Drawing including cost of reinforcement M.S. Angles or Flat,

curing mold work etc.

Frame For 50cm Opening, HD-10

35 Cover For 50cm Opening, HD-10 1.00 Nos.

36 Frame For 50cm Opening, HD-20 1.00 Nos.

37 Frame For 50cm Opening, HD-20 1.00 Nos.

38 Frame For 50cm Opening, HD-35 1.00 Nos.

39 Frame For 50cm Opening, HD-35 1.00 Nos.

RCC precast Cover manufacture, supply & delivery at store

or at site of work precast RCC M-250 cover suitable to Drain

40 as per type design & drawing including cost of reinforcement, 1.00 Nos

MS angle or flat, curing mold work, etc. Size (1.2Mt x 0.45Mt

x 0.15Mt Th.) Percolating / Solid

RCC precast Cover manufacture, supply & delivery at store

or at site of work precast RCC M-250 cover suitable to Drain

41 as per type design & drawing including cost of reinforcement, 1.00 Nos

MS angle or flat, curing mold work, etc. Size ( 1.5Mt x 0.45Mt

x 0.15Mt Th.) Percolating / Solid

Providing and fixing M.S. grills of required pattern to wooden

frames of window etc. with M.S. flats at required spacing and

frame around square or round bars with round headed bolts

and nuts or by screws. (B) ORNAMENTAL GRILL

Providing, Laying, Spreading & Compacting graded stone

aggrigates to wet mix macadam 200 mm th. as per MORT &

H specification including premixing the material with water at

O.M.C in mechanical mix plant, carriage of min marterial by

tippers to site, laying in uniform layer with paver in sub-base /

base course on well prepare surface and compacyting with

Description Quantity Unit Rate

vibratory roller to achive the desired dencity

Providing and laying cement concrete 1:4:8 (1- Cement : 4-

coarse sand : 8- hand broken stone aggregates 40 mm

nominal size) and curing complete including cost of

formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:3:6 (1- Cement : 3-

Coarse sand : 6- hand broken stone aggregates 40 mm

nominal size) and curing complete including cost of

formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.200 and

curing complete including the cost of formwork and

46 excluding the cost of reinforcement for reinforced concrete 1.00 Cumt

work in (A) Foundations, footings, Base of columns and

Providing and laying controlled cement concrete M.250 and

curing complete including the cost of formwork and

47 excluding the cost of reinforcement for reinforced concrete 1.00 Cumt

work in (C) Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level.

Providing TMT Bar FE 500D reinforcement for R.C.C. work

48 including bending, binding and placing in position complete 1.00 Kg.

upto floor two level

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. In foundation

and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)

(B) Conventional

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. In

superstructure above plinth levelin Cement Mortar 1:6 (1-

Cement : 6 -fine sand) (B) Conventional

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. In

superstructure above plinth level in Cement Mortar 1:6 (1-

Cement : 6 -fine sand) (C) Fly Ash Bricks

Half brick masonary in common burnt clay building brick

having crushing strength not less than 35 kg/sq.cm in

cement mortar 1:4 (1 cement : 4 coarse sand) (B)

Providing 15 mm thick cement plaster in single coat on

fair side brick/concrete wall for interior plastering upto floor

two level and finished even and smooth, (II) cement mortar

1:4 (1 cement : 4 sand)

20mm thick sand faced cement plaster on walls upto height

10 metres above ground level consisting of 12mm thick

backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Painting two coats over new steel and other metal surface

with enamel paint, brushing, interior to give an even shade

including cleaning the surface of all dirt, dust and other

White washing with lime on surfaces (two coats) to give

56 an even shade including throughly brooming the surface to 1.00 Sqmt

remove all dirt, dust mortar drop and other foreign matter.

Distempering with dry distemper of approved brand and

manufacture (two coats) and of required shade on wall

57 surfaces of given an even shade, over and including a 1.00 Sqmt

priming coat of whiting after thoroughly brooming the surface

free from mortar dropping and other foreign matter.

Re-fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300

58 pnumatic compressed / vibrated mechanically and as per 1.00 Sqmt

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

Description Quantity Unit Rate

proper line and level as per guidlines of IRC : SP 63-2018

Providing and fixing pre-cast Rubber Dye / steel Dye inter

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as

59 per approved design Confirming to IS 15658 : 2006 including 1.00 Sqmt

35 mm Sand layer for levelling and filling the joint with sand

in proper line and level as per guidlines of IRC : SP 63-2018

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse

sand) on new surface or fixing on existing flooring by

60 adhesive material including dismentaling of existing flooring 1.00 Sqmt

and jointed with color cement slurry including finised with

flush pointing & cleaning the surface etc. complete for light

Providing and laying white glazed tiles 6mm thick in flooring

treads of steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse sand) finishing with

flush pointing in white cement.

Providing and fixing concealed center point to wall ceiling &

floor CPVC (SDR 13.5) PIPE having National Sanitation

62 Foundation (NSF) seal for potable water of following dia. 1.00 Rmt

nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete. [B] 20 mm.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain

- 100 mm diameter with jali of the following nominal diameter

63 of self cleansing design with C.I scread down or hinged 1.00 Nos

grating including the cost of cutting and making good the

Providing and fixing water closet squatting Pan (Indian type

W.C. Pan) size 580mm (Earthwork, bed concrete, foot reste

and trap to be measured and paid for separately) (A)

Vitreous China.(I) Long pattern = White colour

Hire charges for440V A.C generating set following capacity

with necessary fuel, mains, switchgears & accessories

65 complete running on load / no load with acoustic sound proof 1.00

enclosure etc as per requirement. With transportation

charges up to 30 kms. [E] 75 KVA to 100 KVA

Hire charges for440V A.C generating set following capacity

with necessary fuel, mains, switchgears & accessories

66 complete running on load / no load with acoustic sound proof 1.00

enclosure etc as per requirement. With transportation

charges up to 30 kms. [G] 250 KVA

Supplying & Laying Hand Broken Aggregate, 63mm to 40mm

68 20mm size 1.00 Cumt

69 Fine Sand 1.00 Cumt

70 Brick Conventional 1.00 No

71 Supplying Labour 1.00 No

72 Supplying Cement (OPC-53 grade) 1.00 Bags

73 Supplying JCB With Fuel 1.00 Hour

74 Supplying Hitachi With Fuel 1.00 Hour

75 Supplying Tractor With Trolly With Fuel 1.00 Day

Providing, fixing and constructing of pre-cast RCC M-40

grade circular manholes with internal dia 1.2m and up to

specified depth having pre-cast RCC M-40 grade circular

manhole cover frame (ID 0.56m, OD 0.86m, height 0.20m),

76 conical piece (top ID 0.56m, bottom ID 1.2m, vertical height 1.00 No

0.805m, wall thickness 125mm), and circular rings of

required heights (ID 1.2m, height 150/ 300/ 600/ 900mm,

wall thickness 125mm) below conical piece as per required

depth of manhole and having steel reinforcement in all

Description Quantity Unit Rate

pieces of manhole @ not less than 80 kg per cum of

concrete, including cast-in-situ PCC M-10 grade (1:3:6)

foundation of 1.825m dia and 150mm thickness, PCC M15

grade circular wall ID 1.125m, wall thickness 200mm, height

equal to OD of sewer pipe +50mm, PCC M15 grade

benching and channel portion and up to top level of sewer

pipe etc complete with curing compaction and form work,

supplying and fixing heavy duty SFRC manhole cover as per

IS 12592 (Part I and II), supplying and fixing plastic

encapsulated CI/MS foot steps, including cost of shuttering,

steel reinforcement, testing for water tightness etc complete

in all respect as per drawing, as per specification and the

direction of the Engineer. Note:- Excavation of earth work

and road cutting for manhole will be measured and paid

separately. Pre-cast RCC M-40 grade circular manholes

1.255 m deep to invert with pre-cast manhole cover frame

(height 0.20), conical piece (height 0.805), cast-in-situ PCC

M-10 grade foundation, PCC M15 grade circular wall ID

1.125m, wall thickness 200mm height equal to OD of sewer

pipe +50 mm, PCC M15 grade benching and channel

Providing and fixing pre-cast RCC M-40 grade circular ring of

ID 1.2m, wall thickness 125mm, height 150 /300/600/900mm

for constructing extra depth of manhole for depth beyond

Providing, fixing and constructing of pre-cast RCC M-40

grade circular manholes with internal dia 1.5m and up to

specified depth having pre-cast RCC M-40 grade circular

manhole cover frame (ID 0.56m, OD 0.86m, height 0.20m),

conical piece (top ID 0.56m, bottom ID 1.5m, vertical height

1.105m, wall thickness 125mm), and circular rings of

required heights (ID 1.5m, height 150/300/600/900/1200 mm,

wall thickness 125mm) below conical piece as per required

depth of manhole and having steel reinforcement in all

pieces of manhole @ not less than 80 kg per cum of

concrete, including cast-in-situ PCC M-10 grade (1:3:6)

foundation of 2.125m dia and 150mm thickness, PCC M15

grade circular wall ID 1.425 m, wall thickness 200mm, height

equal to OD of sewer pipe+50mm , PCC M15 grade

78 benching and channel portion and up to top level of sewer 1.00 No

pipe etc complete with curing compaction and form work,

supplying and fixing heavy duty SFRC manhole cover as per

IS 12592 (Part I and II), supplying and fixing plastic

encapsulated CI/MS foot steps, including cost of shuttering,

steel reinforcement, testing for water tightness etc complete

in all respect as per drawing, as per specification and the

direction of the Engineer. Note:- Excavation of earth work

and road cutting for manhole will be measured and paid

separately. Pre-cast RCC M-40 grade circular manholes

1.555 m deep to invert with pre-cast manhole cover frame

(height 0.20), conical piece (height 1.105), cast-in-situ PCC

M-10 grade foundation, PCC M15 grade circular wall ID

1.425m, wall thickness 200mm height equal to OD of sewer

pipe+50mm, PCC M15 grade benching and channel portion.

Providing and fixing pre-cast RCC M-40 grade circular ring of

ID 1.5m, wall thickness 125mm, height

150/300/600/900/1200mm for constructing extra depth of

manhole for depth beyond 1.555m.

Sinking single circular walls of interval Diameter upto 4.0 Mt.

and thickness 0.75 to 1.0 Mt. foundation to levels in all sorts

of soils including murrum to levels as per drawing by

dredging, dewatering, drop chiselling, loading with necessary

kentledge and other usual means as may be necessary for

the type of work including all the necessary plant and

Description Quantity Unit Rate

machinery complete as directed. (a) Depth from 0.0 mtr to

3.0 mtr. Assuming sinking operation is done for 8 hours per

day and during that time well sinks by 0.50 meters per day.

Sinking single circular walls of interval Diameter upto 4.0 Mt.

and thickness 0.75 to 1.0 Mt. foundation to levels in all sorts

of soils including murrum to levels as per drawing by

dredging, dewatering, drop chiselling, loading with necessary

81 kentledge and other usual means as may be necessary for 1.00 Rmt

the type of work including all the necessary plant and

machinery complete as directed. (b)Additional from 3 to

Mtr. Assuming sinking operation is done for 8 hours per day

and during that time well sinks by 0.50 meters per day.

Sinking single circular walls of interval Diameter upto 4.0 Mt.

and thickness 0.75 to 1.0 Mt. foundation to levels in all sorts

of soils including murrum to levels as per drawing by

dredging, dewatering, drop chiselling, loading with necessary

82 kentledge and other usual means as may be necessary for 1.00 Rmt

the type of work including all the necessary plant and

machinery complete as directed. (b) Additional from 6 to

Mtr. Assuming sinking operation is done for 8 hours per day

and during that time well sinks by 0.50 meters per day.

Sinking single circular walls of interval Diameter upto 4.0 Mt.

and thickness 0.75 to 1.0 Mt. foundation to levels in all sorts

of soils including murrum to levels as per drawing by

dredging, dewatering, drop chiselling, loading with necessary

83 kentledge and other usual means as may be necessary for 1.00 Rmt

the type of work including all the necessary plant and

machinery complete as directed. (b) Additional from 9 to

Mtr. Assuming sinking operation is done for 8 hours per day

and during that time well sinks by 0.50 meters per day.

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 STANDARD BIDDING DOCUMENT ટેન્ડર નો ભાગ ગણાશે. જે ના લાગુ પડતા લનયમો એજન્સી દ્વારા

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