Construction Work of Cattle Cather at Various Location at Bardoli City, At Bardoli Under Swarnim Jayanti Mukhyamnatri Shaheri Vikas Yojana Year 2025-26.

NAME OF WORK :- CONSTRUCTION WORK OF CATTLE CATHER

Location :- Various Loaction At Bardoli City , Bardoli, Di-Surat

RECAPITULATION SHEET

Sr. No. Name of Location App. Amount

4 Limda Chowk Police Station

Total Amount Rs……….. ₹

Total Amount Rs……….. ₹

BARDOLI NAGARPALIKA - BARDOLI

SCHEME: SWARNIM JAYANTI MUKHYAMNATRI SHAHERI VIKAS YOJANA YEAR 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF CATTLE CATHER

Location :- Various Location At Bardoli City , At Bardoli, Ta- Bardoli

PERCENTAGE RATE TENDER

I. No. Item No. & Description Qty. Rate Per Amount

Box cutting the road surface to proper slope and camber

for making a base for road work including ramming the

1 excavated stuff and despositing on the road side slope as 27.10 213.11 Cumt

directed up to 5km lead.

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

2 disposing off the excavated stuff upto 5.00 KM lead.(A) 64.20 226.39 Cumt.

Loose or soft soil

Providing and laying cement concrete 1:2:4 (1- Cement :

2- Coarse sand : 4- graded stone aggregates 20 mm

3 nominal size) and curing complete excluding cost of 21.10 3741.68 Cumt.

formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

4 reinforcement for reinforced concrete work in (A) 7.60 4055.88 Cumt.

Foundations, footings, Base of columns and Mass

concrete (more than 10 ton)

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

5 reinforcement for reinforced concrete work in (B) Walls, 12.10 4607.89 Cumt.

from top of foundation level upto floor two level (more

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

centering below supporting floor to ceiling not

6 exceeding 4 M. and removal of the same for in situ 163.50 183.73 Sqmt.

reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and Mass

Providing TMT Bar FE 500/500D reinforcement for

7 R.C.C. work including bending, binding and placing in 1400.00 77.28 Kg.

position complete upto floor two level (upto 10 ton)

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

wooden frames of windows etc. with M.S. flats at

8 required spacings and frame alround, square or round 2512.50 160.85 Kg.

bars with round headed bolts and nuts or by screws (B)

Ornamental Grill.

Applying priming coat over new steel and other metel

surface after and including preparing the surface by

throughly cleaning, oil,grease, dirt and other foreign

9 matter and scoured with brushes fine steel wood, 50.30 36.74 Sqmt.

scrapers and sand paper with ready mixed priming paint

brushing red lead.

I. No. Item No. & Description Qty. Rate Per Amount

Painting two coats (excluding priming coat) on new steel

and other metal surface with enamel paint, brushing,

10 interior to give an even shade including cleaning the 50.30 92.20 Sqmt.

surface an even shade including cleanicn the surface of

all dirt, dust and other foreign matter.

11 R. C. C. PIPE(Horizontal Cast)

Providing and supplying 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 charges,

loading, unloading, conveyance to departmental stores,

stacking elc. complete.

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.

(10.1.D) (8) Class NP3 Test Pressure 0.7 kg/sqcm

12 L,L& J of R.C.C. Pipes FOR Drainage

Lowering, laying and jointing R. C. C. pipes in C. M.

1:1 1/2 of following diameters in proper position, grade

and 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

(11.B) Class NP2, NP3, NP4. (10) 450 MM Dia 25.00 196.65 Rmt

13 Refilling of pipeline trenches

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within 24.35 25.30 Cumt.

a radius of 3 km. For 0.0 m to 1.50 m depth

Total Amount Rs………..

Total Amount Rs………..

Say Amount Rs……….. ₹

I/We am/are willing to carry out the work @ ________% Above Below __________ Percentage (should be writen

in figures and words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. 7,79,353.00 Put to Tender Rs.

Add % Rs. Deduct % Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli