Swarnim Jayanti Mukyamantri Shahri vikas yojana 2023-24

Online Downloading of Technical Bid & Price Bid AS Per Volume I

Pre – Bid Conference AS Per Volume I

Last Date of Online Submission of Technical Bid &

AS Per Volume I

Last Date for Physical Submission of Tender Fee, EMD

AS Per Volume I

and other Documents

Online Opening of the Technical Bid AS Per Volume I

CONSULTANT: CLIENT:

Executive Engineer (Drainage Department),

Bhavnagar Municipal Corporation

Sir Mangalsinhji Road,

E-mail: [email protected] OR

[email protected]

1.0 FORM OF PRICE PROPOSAL

Bidders are required to fill up all blank spaces in this Bid Form

To DEPUTY COMMISSIONER (ADMIN),

Bhavnagar Municipal Corporation,

Mangal Sinhji Road,

Bhavnagar – 364

(Gujarat) – INDIA.

SUB : Construction Of Stormwater Network For Outgrowth Village Area Of

We have examined the Conditions of Contract, Employer's Requirements, Schedules, Addenda’s and

the matters set out in the Appendix hereto. We have understood and checked these documents and

have not found any errors in them. We accordingly offer to design, execute commission and to

maintain for the three years the said Works and remedy any defects, fit for purpose in conformity

with these documents and the enclosed Proposal, I am agree to complete work within given time

limit with___________% above or below ( strikeout which is not applicable) and other such sums as

may be determined in accordance with the terms and conditions of the Contract. The above

We confirm our agreement with the appointment of Dispute Adjudication Board of General Condition

We agree to abide by this Bid until 180 days and it shall remain binding upon us and maybe accepted

at any time before that date. We acknowledge that the Appendix forms part of our Bid.

If our bid is accepted, we will provide the specified performance security, commence the Works as

soon as reasonably possible after receiving the Employer's Representative's notice to commence, and

complete the Works in accordance with the above-named documents within the time stated in the

Appendix to Technical Proposal.

Unless and until a formal Agreement is prepared and executed, this Bid, together with your written,

acceptance thereof, shall constitute a binding contract between us.

We understand that you are not bound to accept the lowest or any bid you may receive.

We are, Gentlemen

Yours faithfully

Signature _______________________ in the capacity of ________________ duly authorized to sign

bids for and on behalf of

APPENDIX TO PRICE PROPOSAL

2.0 APPENDIX TO PRICE PROPOSAL

Conditions of Contract

Employer’s name and address City Engineer

Bhavnagar Municipal Corporation,

Mangal Sinhji Road,

Bhavnagar – 364

(Gujarat ) – INDIA.

Contractor’s name and address ________________________________________

Time for notice to commence 7 Days

Name and address of the Employer’s To be nominated by Employer at the time of

Representative/Engineer Award of Contract

Time for Completion of construction As mentioned in Vol I

Validity Period of Tender Offered 180 days from the last date of receiving of the

Defects liability period 36 months after commissioning

Period for O & M Contract NA

Language for communications English

Electronic transmission systems

Confidential Details ________________________________________

Currency of all payments Indian Rupees

Amount of insurance for work Total cost of work

Amount of third party insurance As per law per occurrence, number of

occurrences: maximum three

Periods of insurance Up to contract period till completion of WORK

a) Evidence of insurance 30 days from commencement date

c) Relevant policies 60 days -do-

Number of members of Arbitral

Members of Dispute Adjudication

Board (if not agreed) to be nominated As per the Arbitration and Conciliation Act

by India along with its latest amendments.

Arbitration rules

Language of arbitration English

Place of arbitration Bhavnagar, Gujarat, India

Procedural Law Indian as governed by the Arbitration and

Conciliation Act, 1996, India and its latest

Limit of Retention Money As mentioned in Vol I

Payments in Local Currencies In Indian Rupees

Time for access to the Site Within 15 days from the date of Letter of Work

Order Acceptance / Letter of Intent/ Handing

over of clear site will prevail.

Amount of performance security As mentioned in Vol I

Damages for delay 0.1 % per day with limit as 10% of the

Construction Contract Price or as decided by Hon.

Commissioner, BMC

Deductions of Labor Cess : 1 % of contract price for construction workers

welfare fund from all R.A. Bills & final Bill.

Deductions of GST : GST as per prevailing Government Rules, will be

paid extra in all R.A. Bills & final Bill.

Deductions of Income Tax : 2% and additional cess if applicable , as

applicable of contract price from all R.A. Bills &

1. As mentioned in the Conditions of contract, the provision of measurement will be applicable for the

assessment of value of work done for inclusion in any interim certificate for part payment to the

2. The Schedule specifies the procedure for all such assessment of the items for Civil works specified

3. Each item of Schedule B has been divided into broad components. The Employer's Representative

shall assess the value of each component as indicated in paragraph 6 herein below.

4. Percentages are indicated against each component of each item of Civil works specified in Schedule

B, based on the Employer's best appreciation of the value of the component as related to the total

costs of the concerned item as whole. A head titled (any other unforeseen work(s) / item(s)) is

included in each breakdown of schedule and the tenderer shall at the time of tendering indicate

any additional items which he considers necessary but cannot be covered by any of the heads

indicated in the breakup.

5. The percentage breakup as indicated in the Schedule may differ from that corresponding to the

tenderer’s scheme and design and he should take this into account while quoting his lump sum

prices for the items specified in Schedule-B

6. The contractor shall, after approval of designs and drawings, furnish to the Employer's

Representative an initial bill of quantities to all major items, to be reviewed and updated

periodically with the Employer's Representative. This bill of quantities will be used for assessment

of percentage progress of the component at any stage. By measurement jointly taken by the

Employer's Representative and the Contractor, mutually agreed and entered in the measurement

books in the form and by the method approved by the Employer's Representative, and signed

jointly by both the parties

7. The payment on running bills & final bill will be regulated as per percentage shown in each item.

8. 5% amount of all running bills shall be recovered and kept in deposit and shall be released after

successful completion of all hydraulic tests for pumping station and as per Clause IT-27 of General

Instructions of Section 5, Vol. I.

9. % age of total cost means cost quoted in schedule B and finally approved by the employer.

BHAVNAGAR MUNICIPAL CORPORATION

DRAINAGE DEPARTMENT

CONSTRUCTION OF STORMWATER NETWORK FOR OUTGROWTH VILLAGE AREA OF BHAVNAGAR CITY

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

1 Clearing the canal by Km 0.66 25,703.00 Rupees Twenty Five

cleaning/removing the thick weed, Thousand Seven

shrubs and all other vegetations Hundred Three Only

including silt upto 10cm

thickness,stones,debris etc from canal

bed and side slope of canal upto outer

toe of canal bank and disposing as

g) For canal capacity from 100.0 to

2 i) For canal capacity from 300.0 to Km 0.11 35,522.00 Rupees Thirty Five

400.0 cusecs. Thousand Five

Hundred Twenty Two

3 Excavation in all sort of strata and Cu.m. 648.00 77.00 Rupees Seventy

formations incl. depositing the unuseful Seven Only

excavated stuff as and where directed

incl sorting and stacking useful

materials as directed upto 30 mt lead

etc. complete incl. dewatering.

( Depth 0 TO 3.0 mt )

For all type canal & foundation

trenches of C.D. works (Average

a) IN OVERBURDEN INCL. HARD

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

4 Excavation for pipe line trenches for Cu.m. 16419.00 102.35 Rupees One Hundred

water supply, sewerage line, manhole Two and Thirty Five

etc. all with shoring and struting if Paise

required as per required gradient and

line including safety provisions using

site rails and stacking excavated stuff

including up to all required lead

cleaning the site etc. complete for all

lifts and strata as specified. etc.

Completed as per director.

(Excavation for Pipe, Manhole and

0.00 to 1.50 mt depth

a) in all sorts of soil and soft murrum

5 b) in hard murrum, boulders incl. Cu.m. 4535.00 155.25 Rupees One Hundred

macadam road. Fifty Five and Twenty

6 c) In In soft rock and/or masonry in CM Cu.m. 1164.00 187.45 Rupees One Hundred

or L M or Lime Concrete. Eighty Seven and

Forty Five Paise

7 d) In hard rock and or c.c. 1:2:4 or RCC Cu.m. 1164.00 427.80 Rupees Four Hundred

with plasting, breaking, chiseling or by Twenty Seven and

chiseling/ breaking only Eighty Paise

8 1.5 to 3.0 mt depth Cu.m. 907.00 112.70 Rupees One Hundred

a) in all sorts of soil and soft murrum Twelve and Seventy

9 b) in hard murrum, boulders incl. Cu.m. 453.00 170.20 Rupees One Hundred

macadam road. Seventy and Twenty

10 c) In In soft rock and/or masonry in CM Cu.m. 76.00 205.85 Rupees Two Hundred

or L M or Lime Concrete. Five and Eighty Five

11 d) In hard rock and or c.c. 1:2:4 or RCC Cu.m. 76.00 446.20 Rupees Four Hundred

with plasting, breaking, chiseling or by Forty Six and Twenty

chiseling/ breaking only Paise

12 3.0 to 4.50 mt depth Cu.m. 10.50 118.45 Rupees One Hundred

a) in all sorts of soil and soft murrum Eighteen and Forty

13 b) in hard murrum, boulders incl. Cu.m. 9.90 177.10 Rupees One Hundred

macadam road. Seventy Seven and

14 c) In In soft rock and/or masonry in CM Cu.m. 4.30 215.05 Rupees Two Hundred

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

or L M or Lime Concrete. Fifteen and Five Paise

15 d) In hard rock and or c.c. 1:2:4 or RCC Cu.m. 4.30 456.55 Rupees Four Hundred

with plasting, breaking, chiseling or by Fifty Six and Fifty Five

chiseling/ breaking only Paise

16 Excavation for foundation upto 1.5 m Cu.m. 1615.23 275.33 Rupees Two Hundred

depth including sorting out and Seventy Five and

stacking of useful materials and Thirty Three Paise

disposing off the excavated stuff upto

50 Meter lead.(C) Hard Murrum

17 Excavation for foundation for depth Cu.m. 164.48 294.05 Rupees Two Hundred

from 1.5 m to 3.0 m including sorting Ninety Four and Five

out and stacking of useful materials and Paise

disposing off the excavated stuff upto

50 Meter lead.(C) Hard Murrum

18 Excavation for foundation for depth Cu.m. 49.21 307.16 Rupees Three

from 3.0 m to 5.0 m including sorting Hundred Seven and

out and stacking of useful materials and Sixteen Paise

disposing of the excavated stuff upto

50 Meter lead.(C) Hard Murrum

19 Excavation for foundation in sand, Cu.m. 668.00 523.28 Rupees Five Hundred

gravel, clay soft soils and murrum etc. Twenty Three and

including shoring, strutting dewatering Twenty Eight Paise

as necessary and disposing of the

excavated stuff as directed.(A) Depth

upto 3.0 M. and lead upto 100m for

20 Carrying of stacking excavated stuff Cu.m. 166.47 165.23 Rupees One Hundred

including up to 5 KM required lead Sixty Five and Twenty

cleaning the site etc. As Directed by Three Paise

Engineering-In-charge

21 Dewatering In all sorts of soil and soft Cu.m. 88.23 19.55 Rupees Nineteen and

murrum, hard Murrum and boulders, Fifty Five Paise

Soft Rock, Hard Rock, beyond 1.5 mt.

depth from G. L.

upto 1.5 m depth

22 1.5 to 3.0 mt depth Cu.m. 1598.23 31.05 Rupees Thirty One

23 3.0 to 4.5 mt depth Cu.m. 77.21 42.55 Rupees Forty Two

and Fifty Five Paise

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

24 Excavation in bituminous road as per Cu.m. 160.13 288.65 Rupees Two Hundred

required gradient and line including Eighty Eight and Sixty

safety provisions using site rails and Five Paise

stacking excavated stuff including up to

all required lead cleaning the site etc.

complete for all lifts as specified.

25 Providing bedding incl. ramming, Cu.m. 405.00 378.35 Rupees Three

watering, levelling, consolidating etc. Hundred Seventy

Complete as per standard and Eight and Thirty Five

instruction of engineer incharge as Paise

above with required quality Sand

brought from outside including all lead

26 Providing and laying rubble for appron Cu.m. 38.00 1092.52 Rupees One

(each stone weighting not less than Thousand Ninety Two

40Kg.) including and packing and filing and Fifty Two Paise

in the interestices with quarry-spalls.

27 Providing and supplying ISI Standard Rmt. 498.00 755.00 Rupees Seven

R.C.C. pipes(of Sulphate Resisting Hundred Fifty Five

Cement) in standard lengths of Only

following class and diameter suitable

for either collar joints or rubber ring

joints including all taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores,

stacking etc. complete. (IS - 458/

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.

Class NP3 Test Pressre 0.7 Kg/sq.cm

300 mm dia pipe ID

28 400 mm dia pipe ID Rmt. 288.00 1150.00 Rupees One

Hundred Fifty Only

29 500 mm dia pipe ID Rmt. 942.00 1485.00 Rupees One

Hundred Eighty Five

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

30 600 mm dia pipe ID Rmt. 76.00 1946.00 Rupees One

Hundred Forty Six

31 700 mm dia pipe ID Rmt. 127.00 2897.00 Rupees Two

Hundred Ninety Seven

32 800 mm dia pipe ID Rmt. 63.00 3175.00 Rupees Three

Hundred Seventy Five

33 1200 mm dia pipe ID Rmt. 100.00 5899.00 Rupees Five

Hundred Ninety Nine

34 Lowering, laying and jointing R. C. C. Rmt. 498.00 136.85 Rupees One Hundred

pipes in C. M. 1:1 1/2 of following Thirty Six and Eighty

diameters in proper position, grade and Five Paise

alignment at all level as directed by

Engineer-in-charge including

conveyance from stores to site of work,

labour, giving hydraulic testing as per

ISI code. Class NP2,NP3,NP4

300 mm dia pipe ID

35 400 mm dia pipe ID Rmt. 288.00 174.80 Rupees One Hundred

Seventy Four and

36 500 mm dia pipe ID Rmt. 942.00 217.35 Rupees Two Hundred

Seventeen and Thirty

37 600 mm dia pipe ID Rmt. 76.00 262.20 Rupees Two Hundred

Sixty Two and Twenty

38 700 mm dia pipe ID Rmt. 127.00 308.20 Rupees Three

Hundred Eight and

39 800 mm dia pipe ID Rmt. 63.00 347.30 Rupees Three

Hundred Forty Seven

and Thirty Paise

40 1200 mm dia pipe ID Rmt. 100.00 506.00 Rupees Five Hundred

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

41 Refilling of Pipeline trenches Cu.m. 20517.00 25.30 Rupees Twenty Five

Refiling the pipeline trenches incl. and Thirty Paise

ramming, watering, consolidating

desposal of surplus stuff as directed

within state limit.

42 Filling available excavated earth Cu.m. 1220.78 137.47 Rupees One Hundred

(excluding rock) in trenches. plinth, Thirty Seven and Forty

sides of foundations etc. in layers not Seven Paise

exceeding 20 cm. in depth

consolidating each disposited layer by

ramming and watering.

43 Providing and constructing Sewer No. 2.00 14005.85 Rupees Fourteen

manholes, scraper manholes and unit Thousand Five and

house connection chamber, as per the Eighty Five Paise

type design in brick masonary in C. M.

1:5 and inside and outsice 20mm thick

plastering in C. M. 1:3 necessary

mm coping with reinforcement in RCC

M- 200 fixing C. I. steps and fixing

manhole frame and covers (But

excluding supply of manhole frame and

covers) over manholes and house

connection chambers and fixing

Manhole covers (but excluding

supplying of manhole covers) over

scraper manhole etc. complete,

providing and fixing safety chain

wherever necessary as per the

stipulations in the type desing

complete as per latest CPHEEO manual

(excl. excavation).

a) Manhole type 'A' Circular type having

inside diameter of 1200 mm for depth

up to 1.5 M.T. depth ( for 150 mm to

500 mm dia sewer).

i) Manhole type 'A' as above but up to

44 ii) Extra Depth beyond 1.0 M but upto Rmt. 1.00 7622.20 Rupees Seven

1.5 m depth for type "A" manhole Thousand Six Hundred

above. Twenty Two and

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

45 b) Manhole type 'B' Circular type having No. 55.00 24283.40 Rupees Twenty Four

inside diameter of 1500 mm for depth Thousand Two

from 1.5 mt to 4.0 mt ( for 150 mm to Hundred Eighty Three

600 mm dia sewer ). and Forty Paise

i) Manhole type 'B' as above but up to

46 ii) Extra Depth beyond 1.5 M but upto Rmt. 29.00 14159.95 Rupees Fourteen

4.0 m depth for type "B" manhole Thousand One

above. Hundred Fifty Nine

and Ninety Five Paise

47 g) Scraper Manhole type 'S1' regular No. 6.00 60166.85 Rupees Sixty

type for 600 mm dia to 1200 mm dia Thousand One

sewer pipes and for depth 2.5m to 9.0 Hundred Sixty Six and

m. Eighty Five Paise

i) Scraper Manhole type "S1" as above

but upto 2.5 m depth

48 ii) Extra Depth beyond 2.5 m and upto Rmt. 6.00 36693.05 Rupees Thirty Six

9.0 m depth for type "S1" Scraper Thousand Six Hundred

manhole above manhole above. Ninety Three and Five

49 RCC precast MH frame & cover No. 57.00 1,121.00 Rupees One

maufacture, supply & delivery at store Thousand One

or at site of work precast RCC M200 Hundred Twenty One

frame & cover suitable to drainage MH Only

and as per type design & drawing

including cost of reinforcement MS

angle or flat, curing mold work etc.

Frame suitable for 50 cm opening of

50 Cover suitable for 50 cm opening of MH No. 57.00 1,173.00 Rupees One

Hundred Seventy

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

51 Vertical Drop MH No. 4.00 2477.10 Rupees Two

providing and constructing vertical Thousand Four

drop arrangement of 0.60 m and more Hundred Seventy

height as required including providing Seven and Ten Paise

and jointing special such as double T.

bend required stoneware pipe fixed in

M100 C.C. at required level as type

design cutting, jointing and filtering as

per specification etc. complete

Vertical Drop arrangement as above up

to 0.6 m height

52 Extra over item above for additional Rmt. 2.00 2214.90 Rupees Two

drop beyond 0.6 m Thousand Two

Hundred Fourteen

and Ninety Paise

53 Earthwork for embankment including Cu.m. 7794.00 182.14 Rupees One Hundred

breaking clods, dressing with all lead Eighty Two and

and lift and including watering rolling Fourteen Paise

and consolidation of subgrade in layers

at O.M.C. to required dry density

including filling the depression which

occur during the process using power

roller 8T to 10T.(E) From Borrow area

within 3.0KM. lead (Average Filling)

54 Providing and laying dry rubble stone Sq.m. 6487.00 405.00 Rupees Four Hundred

pucca pitching without base , inverted Five Only

filter and header stone but with 10 cms

thick murrum layer ( for base )

incl.hand packing and trimming &

dressing slopes etc complete.b) 23 cms

thick stone pitching with pointing in

55 Providing and laying cement concrete Cu.m. 110.00 3106.67 Rupees Three

1:3:6 (1-Cement : 3- coarse sand : 6- Thousand One

hand broken stone aggregates 40 mm Hundred Six and Sixty

nominal size) and curing complete Seven Paise

excluding cost of formwork in (A)

Foundation and Plinth

56 Providing and laying cement concrete Cu.m. 5.00 3824.10 Rupees Three

1:2:4 (1- Cement : 2- Coarse sand : 4- Thousand Eight

graded stone aggregates 20 mm Hundred Twenty Four

nominal size) and curing complete and Ten Paise

excluding cost of formwork in (A)

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

Foundation and Plinth

57 Brick work using common burnt clay Cu.m. 46.00 5245.48 Rupees Five

building bricks having crushing strength Thousand Two

not less than 35 kg./Sq.Cm. in Hundred Forty Five

foundation and plinth in Cement and Forty Eight Paise

Mortar 1:5. (1- Cement : 5 -fine

sand)(C) Fly Ash Bricks

58 Providing 15mm thick cement plaster in Sq.m. 79.00 200.08 Rupees Two Hundred

single coat on Rough (Similar)side of and Eight Paise

single or half brick walls for interior

plastering upto floor two level and

finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand)

59 Extra over items 58 for providing and Per 13.00 49.26 Rupees Forty Nine

mixing water proofing materials in bag and Twenty Six Paise

cement mortar in proportion of

recommended by the manufacturer. 50Kg

60 Providing and filling rubbles including Cu.m. 7.00 1101.71 Rupees One

hand packing and filling interstices with Thousand One

quarry spalls behind abutments and Hundred One and

between returns as directed. Seventy One Paise

61 Filling available excavated earth Cu.m. 126.53 137.47 Rupees One Hundred

(excluding rock) in trenches. plinth, Thirty Seven and Forty

sides of foundations etc. in layers not Seven Paise

exceeding 20 cm. in depth

consolidating each disposited layer by

ramming and watering.

62 Providing and casting in situ Ordinary Cu.m. 52.00 3816.61 Rupees Three

cement concrete M-150 for R.C.C. Raft Thousand Eight

and cut-off walls including necessary Hundred Sixteen and

shuttering laying, vibrating, ramming Sixty One Paise

and curing complete.

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

63 Providing and cast in situ R.C.C. in Cu.m. 193.00 5043.55 Rupees Five

grade M.250 Proportions of ingredients Thousand Forty Three

as per mix design (Minimum Cement and Fifty Five Paise

content 410 Kg /cum) by weigh

batching mixer, using granite, quazite

trap metal of size 6 mm to 20 mm

including scaffolding centering,

formwork with sheating steel

shuttering so as to give fair finish in

concrete, needle vibrated

consolidating, curing and testing etc.

complete (excluding cost of

reinforcement) up to required

height/depth for all structures

64 Providing and laying controlled cement Cu.m. 146.00 8554.99 Rupees Eight

concrete M.250 and curing complete Thousand Five

excluding the cost of formwork and Hundred Fifty Four

reinforcement for reinforced concrete and Ninety Nine Paise

work in (B) Walls, from top of

foundation level upto floor two level

65 Providing and laying controlled cement Cu.m. 129.00 8554.99 Rupees Eight

concrete M.250 and curing complete Thousand Five

excluding the cost of formwork and Hundred Fifty Four

reinforcement for reinforced concrete and Ninety Nine Paise

(C)Slabs,landing,shelves,Balconies,

Lintels, Beams, Girders and Cantilever

upto floor two level.

66 Providing and cast in situ R.C.C. in Cu.m. 42.00 5303.97 Rupees Five

grade M-30 Proportions of ingredients Thousand Three

as per mix design (Minimum Cement Hundred Three and

content 410 Kg /cum) by weigh Ninety Seven Paise

batching mixer, using granite, quazite

trap metal of size 6 mm to 20 mm

including scaffolding centering,

formwork with sheating steel

shuttering so as to give fair finish in

concrete, needle vibrated

consolidating, curing and testing etc.

complete (excluding cost of

reinforcement) up to required

height/depth for all structures

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

For Base Slab and Key of Box , Return

wall base and Key, Base of Curtain Wall

67 Providing and cast in situ R.C.C. in Cu.m. 120.00 6339.74 Rupees Six Thousand

grade M-30 Proportions of ingredients Three Hundred Thirty

as per mix design (Minimum Cement Nine and Seventy

content 410 Kg /cum) by weigh Four Paise

batching mixer, using granite, quazite

trap metal of size 6 mm to 20 mm

including scaffolding centering,

formwork with sheating steel

shuttering so as to give fair finish in

concrete, needle vibrated

consolidating, curing and testing etc.

complete (excluding cost of

reinforcement) up to required

height/depth for all structuresFor RCC

68 Providing and cast in situ R.C.C. in Cu.m. 26.00 6347.29 Rupees Six Thousand

grade M-30 Proportions of ingredients Three Hundred Forty

as per mix design (Minimum Cement Seven and Twenty

content 410 Kg /cum) by weigh Nine Paise

batching mixer, using granite, quazite

trap metal of size 6 mm to 20 mm

including scaffolding centering,

formwork with sheating steel

shuttering so as to give fair finish in

concrete, needle vibrated

consolidating, curing and testing etc.

complete (excluding cost of

reinforcement) up to required

height/depth for all structuresFor RCC

For Middle and end wall of Box

Curtain Wall above base, Haunch,

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

69 Providing and cast in situ R.C.C. in Cu.m. 20.00 6205.62 Rupees Six Thousand

grade M-30 Proportions of ingredients Two Hundred Five and

as per mix design (Minimum Cement Sixty Two Paise

content 410 Kg /cum) by weigh

batching mixer, using granite, quazite

trap metal of size 6 mm to 20 mm

including scaffolding centering,

formwork with sheating steel

shuttering so as to give fair finish in

concrete, needle vibrated

consolidating, curing and testing etc.

complete (excluding cost of

reinforcement) up to required

height/depth for all structuresFor RCC

For RCC Solid Slab , Cantilever slab etc.

70 Providing and cast in situ R.C.C. in Cu.m. 45.00 5719.58 Rupees Five

grade M-30 Proportions of ingredients Thousand Seven

as per mix design (Minimum Cement Hundred Nineteen

content 410 Kg /cum) by weigh and Fifty Eight Paise

batching mixer, using granite, quazite

trap metal of size 6 mm to 20 mm

including scaffolding centering,

formwork with sheating steel

shuttering so as to give fair finish in

concrete, needle vibrated

consolidating, curing and testing etc.

complete (excluding cost of

reinforcement) up to required

height/depth for all structuresFor RCC

For Approach Slab

71 Providing and cast in situ R.C.C. in Cu.m. 16.00 5688.46 Rupees Five

grade M-30 Proportions of ingredients Thousand Six Hundred

as per mix design (Minimum Cement Eighty Eight and Forty

content 410 Kg /cum) by weigh Six Paise

batching mixer, using granite, quazite

trap metal of size 6 mm to 20 mm

including scaffolding centering,

formwork with sheating steel

shuttering so as to give fair finish in

concrete, needle vibrated

consolidating, curing and testing etc.

complete (excluding cost of

reinforcement) up to required

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

height/depth for all structuresFor RCC

for wearing coat

72 Providing and cast in situ R.C.C. in Cu.m. 24.00 5882.75 Rupees Five

grade M-30 Proportions of ingredients Thousand Eight

as per mix design (Minimum Cement Hundred Eighty Two

content 410 Kg /cum) by weigh and Seventy Five

batching mixer, using granite, quazite Paise

trap metal of size 6 mm to 20 mm

including scaffolding centering,

formwork with sheating steel

shuttering so as to give fair finish in

concrete, needle vibrated

consolidating, curing and testing etc.

complete (excluding cost of

reinforcement) up to required

height/depth for all structuresFor RCC

For Crash Barier

73 Providing and fixing in position MT 24.00 74942.42 Rupees Seventy Four

Corrosion resistance steel (CRS) Thousand Nine

Thermo mechanically Treated bars Hundred Forty Two

(TMT) Fe500D steel conforming to IS and Forty Two Paise

1786 reinforcing bars of various

diameters for all structure as per

detailed designs and drawings and

schedule including cutting, bending,

hooking the bars, binding with 18 SWG

GI wires with cost of all labour,

materials, tools, plants, equipments,

supporting as required with all lifts and

leads etc. complete as per specification

and as directed by Engineer. The rate

includes for supply, loading, unloading,

transporting to site, cutting, bending,

hooking, placing, tying in position with

contractor's own binding wire, welding,

forming reinforcement cage etc.

Welding and supporting in position to

ensure lines and levels during

concreting, maintaining proper cover /

spacing, all leads & lifts, etc. including

contractor's own equipment, labour,

supervisor, taxes, machineries, etc.

complete as per drawings and

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

For RCC raft Base Slab, End wall,

Middle wall, Haunch, Bracket, Return

wall, Curtain wall etc.

74 Providing TMT Bar FE 500D Kg. 46500.00 77.29 Rupees Seventy

reinforcement for R.C.C. work including Seven and Twenty

bending, binding and placing in position Nine Paise

complete upto floor two level

75 Providing & laying weep hole in Each 108.00 62.93 Rupees Sixty Two and

Aburtments, and returns by using A.C. Ninety Three Paise

pipe of 100mm including laying in

proper grede and jointing the

completed as per detailed specification.

76 Providing and laying - Fitter Media Sq.m. 108.00 1268.86 Rupees One

600mm thick directed at the back of Thousand Two

abutments, returns and wing walls as Hundred Sixty Eight

per detailed specifications. and Eighty Six Paise

77 Providing and filling sand behind Cu.m. 99.00 571.92 Rupees Five Hundred

abutments and between returns in Seventy One and

layers as directed Ninety Two Paise

78 Providing and fixing premoulded Sq.m. 15.00 803.22 Rupees Eight

compressible filler board in blackcolour Hundred Three and

confirming to MoRT&H Specifications Twenty Two Paise

(Clause 1015), having minimum density

95kg/cum. non-staining with less than

1% water absorption & compression

recovery of 93% minimum as per

specification for 20 mm wide expansion

joint including cutting to required size

and shape at all levels etc. complete as

79 Providing G.I. 100mm diameter water Nos. 12.00 536.03 Rupees Five Hundred

spouts including necessary iron gratings Thirty Six and Three

as per drawings. Paise

80 Demolition including stacking of Cu.m. 59.40 1108.12 Rupees One

serviceable materials and disposal of Thousand One

unserviceable materials with all lead Hundred Eight and

and lift. (i) RCC work Twelve Paise

81 Demolition brick work and stone Cu.m. 59.40 576.30 Rupees Five Hundred

masonry including stacking of Seventy Six and Thirty

serviceable materials and disposal of Paise

unserviceable materials with all lead

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

and lift. (i) in Cement mortar

82 Demolition including stacking of Cu.m. 59.40 637.86 Rupees Six Hundred

serviceable materials and disposal of Thirty Seven and

unserviceable materials with all lead Eighty Six Paise

and lift. (i) Cement Concrete work

83 Constructing Brick masonry road gully Each. 114.00 2017.19 Rupees Two

chamber 500mm x 450mm x 600mm Thousand Seventeen

including 500mm x 450mm C.I. and Nineteen Paise

horizontal grating wih frame complete.

84 Constructing brick masonry chamber Each. 1.00 3,660.76 Rupees Three

for underground C.I. Inspection Thousand Six Hundred

chamber and bends with bricks having Sixty and Seventy Six

crushing strength not less than Paise

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.(ii) Inside

dimensions 500mm x 700 mm and

450mm deep for pipe line with one or

85 Extra over item 84 for every additional Each. 5.50 264.86 Rupees Two Hundred

depth of 0.1M. of part thereof beyond Sixty Four and Eighty

450mm depth for Brick masonry Six Paise

chamber.(ii) for 500mm x 700mm size.

(for Depth upto 1m)

Sr. Description Unit Quantity Final Rate Rate in Words Amount (Rs.)

86 Providing & laying of 300mm Cu.m. 166.40 1264.52 Rupees One

compacted thickness Granular sub Thousand Two

base (GSB) in grading V in table 400-1 Hundred Sixty Four

of the specification MORT&H fifth and Fifty Two Paise

revision and compactor to the required

density with 8 - 10 tonne vibratory

roller with plain drum or heavy

pneumatic tyred roller of minimum

to 300 KN weight in all seasons as per

MORT&H , maintaining the required

slope & grade during the operation as

approved by the engineer in charge &

watering to the proper moisture

content and sprinkled with the help of

truck mounted water tank fitted with

suitable arrangement .( fully saturated

having CBR value greater or equal to

87 Reinstatement of Bituminious Road Sq.m. 1120.88 2042.00 Rupees Two

including excavation, providing, laying, Thousand Forty Two

spreading 200mm Hard Murrum, Only

200mm GSB, 250mm WMM, 25-40mm

bitumen surface grouting, 60mm

premix asphalt carpet, asphalting

Painting and thermoplastic paints

marking including compacting to

achieve desired density as per MoRt& H

detail specification and drawings.

88 Reinstatement of Concrete Road Sq.m. 1042.00 3296.00 Rupees Three

including excavation, providing, laying, Thousand Two

spreading, compacting 200mm Hard Hundred Ninety Six

Murrum, 200mm GSB , 150mm PCC Only

1:3:6 concrete, 250mm M25 grade

concrete with reinforcement @

40kg/Cu.m. of concrete with expansion

joint and thermoplastic paints marking

as per MoRt& H detail specification and

89 Providing and supplying precast 6 Nos No. 6.00 14438.95 Rupees Fourteen

manhole cover of size 1100 x 230mm Thousand Four

size and Frame. (6 nos of cover for 1 Hundred Thirty Eight

manhole) and Ninety Five Paise

1. Charges for the testing of material will be borne by Work Agency.

2. Joint venture will not allowed.

3. Bidder has to must submit all the filled up annexure and adequate detailed documents with

technical bid/physical submissions for fulfilling qualifying criteria , failing witch BMC will

disqualify the bidder without giving chance for submission of missing documents etc. for

further clarifications.

4. The quoted rates should be inclusive of all taxes , insurance, labor overhead charges,

constrictor's profit, royalties etc. except GST.

5. GST will be paid extra as per prevailing rules in all running/final account bills.

SUBMISSION OF PRICE PROPOSAL : I HAVE VISITED THE SITE OF WORK AND THOURGHLY GO

THROUGH STATED SPECIFICATIONS AND CONDITIONS OF CONTRACT, HENCE , I AM

SUBMITTING/QUOTTING RATE …………………………….% ABOVE OR BELOW THEN ESTIMATED

WORK AMOUNT Rs. 3,36,30,848.00 (Indian Rupees) .

Signature of Contractor : Executive Engineer( Drainage)

Name : Bhavnagar Municipal Corporation,

Company’s Seal : Bhavnagar