Construction of CD Works on Piparadi Zariya Road in Submergence of Piparadi Minor Irrigation Scheme of Village Piparadi Ta.Shihor Dist. Bhavnagar

"SCHEDULE-B" As Per SOR rate

Estimated Estimated Rate

Item No Description of Items Per Total Amount

Item No Description of Items Per Total Amount

Quantity In Fig In Words

Providing temporary all weather and fair weather diversion suitable

for traffic during the construction period of the bridge including Two Thousand Five Hundred

1 100.00 Rmt. 2563.17 Sixty Three Point Seventeen

providing necessary drains and all safety measures including

red/lamps/signal at night for traffic etc. complete.(R.A.)

Excavation for foundation in sand gravel, clay soft soil and murrum

etc. including shoring, strutting dewatering as necessary and Five Hundred Twenty Three

disposing of the excavated stuff as directed.Depth upto 3.00mt (R & Point Twenty Eight Only

B SOR Year 2024-25/ Item -27007-A/ Chap.27 )

Providing and laying rubble for appron (each stone weighting not

less and than 40Kg) including and packing and filling in the One Thousand Ninety Two

interestices with quarry spalls (R & B SOR Year 2024-25/Item - Point Fifty One Only

Providing and filling in foundation with ordinary cement concrete M-

Three Thousand Three

100 mix and providing necessary vertical pin headers incl.

4 155.60 Cmt. 3362.24 Hundred Sixty Two Point

Formwork, vibrating, ramming and curing complete. (R & B SOR Twenty Four Only

Year 2024-25 Chap.27 Item -27012-A )

Providing and casting in situ. controlled Cement Conrete M-250 for Four Thousand Seven Hundred

5 R.C.C. Raft and cut-off walls including necessary shuttering laying, 513.40 Cmt. 4745.95 Forty Five Point Ninety Five

vibrating ramming of curing complete. (RA) Only

Providing and casting in situ Controlled cement concrete M-25 for

Five Thousand Four Hundred

6 R.C.C. solid slab including centering, scaffolding curing and 199.40 Cmt. 5475.60

Seventy Five Point Six Only

finishing complete. (RA)

Providing and casting in situ Controlled cement concrete M-20 for

Five Thousand One Hundred

7 approach slab including formwork curing and finishing complete. (R 15.70 Cmt. 5178.40

Seventy Eight Point Four Only

& B SOR Year 2024-25 Ch 27 / I No 27103-BA)

Providing and casting in situ controlled cement concrete M-200 for Four Thousand Eight Hundred

8 kerbs/Kerb blocks including form work,curing and finishing 12.10 Cmt. 4886.91 Eighty Six Point Ninety One

complete. (R & B SOR Year 2024-25 Ch 27 / IT No 27093-BA) Only

Providing and casting in situ controlled cement concrete M-20 for

varies thickness wearing coat laid as directed including tamping,

Five Thousand Three Hundred

9 vibrating,finishing,curing and filling in joints with bitumen complete. 34.20 Cmt. 5320.24

Twenty Point Twenty Four Only

(R & B SOR Year 2024-25 Ch27 / IT No 27091-BA)

Providing & casting in situ ordinary cement concrete M-20 mix and

providing necessary pin headers including shuttering, scaffolding, Four Thousand Three Hundred

laying, vibrating, curing and finishing complete without V-Groves.(A) Eight Point Thirty Four Only

Height from 0.0 M. to 5.0 M.(RA)

Providing and laying in position FE 500/500D TMT bar

reinforcement including cutting, bending, hooking and tying Seventy Three Thousand Eight

11 complete as per detailed drawings for the following.(A) Piers (B) 0.30 MT 73858.69 Hundred Fifty Eight Point Sixty

Abutments (C) Returns (d) Walls / Caps/ Copings etc. (R & B SOR Nine Only

Year 2024-25 Chap27, item No.27109)

Providing and placing in position FE 500D TMT barreinforcement

including cutting, bending, hooking, and tying complete as per Seventy Three Thousand Two

12 detailed drawing.(A) Solid Slab. / App slab / Wearing Coat ( R & B 57.10 MT 73243.01 Hundred Forty Three Point One

SOR Year 2024-25 Chap No.27/ Item No.27113 ) Only

Providing 12 mmThick Pre-moulded asphalt filler joints as per

Seven Hundred Three Point

13 drawings 39.00 Sqm. 703.52

(R & B SOR Year 2024-25 Chap No.27/ Item No./ 27087)

Provding P.V.C. 100 mm diameter water spouts (Weep Hole)

One Hundred Fifty Nine Point

14 including necessary iron gratings as per drawings. ( R & B SOR 60.00 Nos 159.36

Thirty Six Only

Year 2024-25 Chap No. 27 Item No./ 27100-A )

Providing and laying filter media 600mm.thick directed at the back

of abutments, returns and wing walls as per detailed specifications. One Thousand Two Hundred

(R & B SOR Year 2024-25 Chap.27/ Item No.27004AA ) Sixty Eight Point Eighty Six Only

Providing and lauying @ weep hole in Aburtments, and returns by

using A.C. pipe of 100MM including fixing in proper grade and Sixty Two Point Ninety Three

jointing the complete as per detailed specification( SOR Chap.27/ R Only

& B SOR Year 2024-25 Item No.27050-A )

Providing & Fixing of Precast R.C.C. Railing of M-30 Grade

Concrete having 2 - tire (Row) of Hand Rail dimension as shown in

detail drawing & Vertical Post such as c/c pacing between vertical One Thousand Six Hundred

17 posts not to exceed 2.0 m including necessary TMT steel, Form 122.60 Rmt. 1674.87 Seventy Four Point Eighty

Work, Painting with Weatherproof Paint, Supplying of all material, Seven Only

Labour etc. complete as per instruction of Engineer-in-Charge.

Filling available excavated earth (excluding rock) in trenches plinth,

sides of foundations etc. in layers not exceeding 20 cm in depth One Hundred Thirty Seven

consolidating each disposited layer by ramming and watering. Point Forty Seven Only

(R & B SOR Year 2024-25 Ch 04 / IT No 04006)

Panchayat Irrigation Division - Bhavnagar

Name of Construction of CD works on Piparadi Zariya Road in Submergence of piparadi Minor

work:- Irrigation scheme of village Piparadi Ta.Shihor Dist.Bhavnagar

Memorandum showing items if Works to be carrried out:-

"SCHEDULE-B" As Per SOR rate

Estimated Estimated Rate

Item No Description of Items Per Total Amount

Item No Description of Items Per Total Amount

Quantity In Fig In Words

Providing, laying, spreading and compacting stone aggregates of

to 90 mm sizes water bound macadam (W.B.M) specification

including spreading in uniform thickness, hand packing, rolling with

smooth wheel roller 80-100 kN in stages to proper grade and One Thousand Seven Hundred

19 camber, applying and brooming, stone screening/binding materials 12.00 Cmt. 1710.40

Ten Point Four Only

to fill-up the interstices of coarse aggregate, watering and

compacting to the required density grading as per Technical

Specification Clause 405. By Machinary Means (R.A.Attached)

Hazard Marker Sign :-Providing and fixing sign boards made out of

2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel);

size 90x30 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x

x 6mm /65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with Three Thousand Five Hundred

bestquality epoxy coatings in black and white bends. The details of Eighteen Point Sixty Eight Only

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting (R & B SOR Year 2024-25

Facility Informatory Sign :-Providing and fixing sign boards made out

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);

size 80 x 60 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x

x 6mm /65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with

Three Thousand Nine Hundred

21 bestquality epoxy coatings in black and white bends. The details of 1.00 Each 3990.64

Ninety Point Sixty Four Only

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

(R & B SOR Year 2024-25 Ch 26 / IT No 26093-B)

Dismentalling the existing structure including removing and stacking

the dismentalled materials as and where directed RCC work. Nine Hundred Fifty Two Point

(R & B SOR Year 2024-25 Chap No.27/ Item No.27001-A ) Fifty One Only

Dismentalling the existing structure including removing and stacking

the dismentalled materials as and where directed Rubble masonary Four Hundred Eighteen Point

(R & B SOR Year 2024-25 Chap No.27/Item No.27001-B ) Ninety Six Only

Excavation for foundation in sand gravel, clay soft soil and murrum

etc. including shoring, strutting dewatering as necessary and

Five Hundred Twenty Three

24 disposing of the excavated stuff as directed.Depth upto 3.00mt (R & 213.00 Cmt. 523.28

Point Twenty Eight Only

B SOR Year 2024-25/ Item -27007-A/ Chap.27 )

Filling available excavated earth (excluding rock) in trenches plinth,

sides of foundations etc. in layers not exceeding 20 cm in depth One Hundred Thirty Seven

consolidating each disposited layer by ramming and watering. Point Forty Seven Only

(R & B SOR Year 2024-25 Ch 04 / IT No 04006)

Rolling and Watering of earth work in layers with vibratory roller

including filling in depressions which occur during the process as Twenty Three Point Eighteen

directed. (R & B SOR Year 2024-25 . / It. Code 26002A+26003) Only

Providing and filling in foundation with ordinary cement concrete M-

Three Thousand Three

100 mix and providing necessary vertical pin headers incl.

27 51.10 Cmt. 3362.25 Hundred Sixty Two Point

Formwork, vibrating, ramming and curing complete. (R & B SOR Twenty Five Only

Year 2024-25 Chap.27 Item -27012-A )

Providing & casting in situ ordinary cement concrete M-15 mix and

roviding necessary pin headers including shuttering, Three Thousand Nine Hundred

scaffolding,laying, vibrating, curing and finishing complete with V- Thirty Eight Point Three Only

Groves.(A)Height from 0.0 M. to 5.0 M. (RA)

Panchayat Irrigation Division - Bhavnagar

Name of Construction of CD works on Piparadi Zariya Road in Submergence of piparadi Minor

work:- Irrigation scheme of village Piparadi Ta.Shihor Dist.Bhavnagar

Memorandum showing items if Works to be carrried out:-

"SCHEDULE-B" As Per SOR rate

Estimated Estimated Rate

Item No Description of Items Per Total Amount

Item No Description of Items Per Total Amount

Quantity In Fig In Words

Providing and laying in position FE 500/500D TMT bar

reinforcement including cutting, bending, hooking and tying Seventy Three Thousand Eight

29 complete as per detailed drawings for the following.(A) Piers (B) 1.5470 M.T. 73858.69 Hundred Fifty Eight Point Sixty

Abutments (C) Returns (d) Walls / Caps/ Copings etc. (R & B SOR Nine Only

Year 2024-25 Chap27, item No.27109)

Providing and lauying @ weep hole in Aburtments, and returns by

using A.C. pipe of 100MM including fixing in proper grade and Sixty Two Point Ninety Three

jointing the complete as per detailed specification(SOR Chap.27/ R Only

& B SOR Year 2024-25 Item No.27050-A )

Providing, laying, spreading and compacting stone aggregates of

to 90 mm sizes water bound macadam (W.B.M) specification

including spreading in uniform thickness, hand packing, rolling with

smooth wheel roller 80-100 kN in stages to proper grade and

One Thousand Seven Hundred

31 camber, applying and brooming, stone screening/binding materials 58.00 Cmt. 1710.40

Ten Point Four Only

to fill-up the interstices of coarse aggregate, watering and

compacting to the required density grading as per Technical

Specification Clause 405. By Machinary Means (R.A.Attached)

Providing and casting in situ controlled cement concrete M-20 for

varies thickness wearing coat laid as directed including tamping, Five Thousand Three Hundred

vibrating,finishing,curing and filling in joints with bitumen complete. Twenty Point Twenty Five Only

(R & B SOR Year 2024-25 Ch27 / IT No 27091-BA)

Providing and placing in position FE 500D TMT bar reinforcement

including cutting, bending, hooking, and tying complete as per Seventy Three Thousand Two

33 detailed drawing.(A) Solid Slab. / App slab /Wearing Coat. ( R & B 0.7823 M.T. 73243.02 Hundred Forty Three Point Two

SOR Year 2024-25 Chap No.27/ Item No.27113 )

Deduct Credit Useful Material From Dismantled Stuff If An (-)

#NAME? Total Rs.

I/ We am /are willing to carry out the work at ……...………% above/below percent

above /below percent ( should be written in figures and words) of the estimated rates mentioned above.

Amount of my/our tender works out as under.

*Estimate amount 13598205.50 *Estimate amount

Put to tender Rs. ……………… Put to tender Rs. …………

Deduct : ………..% below Rs……………….. Add ……....% above Rs…………

Net Rs……………….. Total Rs……………

In Words……………………………………………… In Words………………………

Note 1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Note-2 All the column is schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor unnder his signature.

3) Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site, moisture, weather

4) To be continued on additiional sheets, if found necessary

Deputy Executive Engineer Executive Engineer Superintendent Engineer

Contractor Panch. Irrigation Sub Division Panch. Irrigation Division Rajkot Panchayat Irrigation Circle

Shihor Bhavnagar Rajkot