Construction Work of Protection Wall At Machchhu River, Vagharivas, At. Wankaner Dist.: Morbi Under SJMMSVY (UDP-88) Year-2025-26 (Sixth Call)

NAME OF WORK:- CONSTRUCTION WORK OF PROTECTION WALL, AT. MACHCHHU RIVER, VAGHARIVAS, AT,

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

Total Amount Rs.

Total 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. 41,50,349=00 Put to Tender Rs. 41,50,349=00

Total Rs. Total Rs.

(In Words (In Words

Signature of the Contractor

Consl. Engineer Municipal Engineer

"DESIGN POINT" Wankaner Nagarpalika

Amreli Wankaner

Chief Officer President

Wankaner Nagarpalika Wankaner Nagarpalika

Wankaner Wankaner

WANKANER NAGARPALIKA - WANKANER

SCHEME : SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF PROTECTION WALL

Location :- Machhu River, Vaghari Vas, At. Wankaner

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting out and

stacking of useful materials and disposing of the excavated stuff up to all

lead.(B) Dense or Hard soil 324.00 157.33 Cumt.

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting

out and stacking of useful materials and disposing off the excavated stuff

upto all lead. (B) Dense or Hard soil 324.00 170.69 Cumt.

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting

out and stacking of useful materials and disposing of the excavated stuff

upto all lead. (C) Hard Murrum 432.00 301.85 Cumt.

Providing and filling in foundation with ordinary Cement concrete M-100

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete. 32.40 3345.58 Cumt.

Providing & Laying controlled cement concrete M-200 for R.C.C Return as

per drawing including necessary shutering laying, vibrating, height from

0.00 to 5.00 m (a) Pier (b) Abutment (c) R.C.C Return. 311.63 5198.58 Cumt.

Providing and laying in position FE 500D TMT bar reinforcement including

cutting, bending, hooking and tying complete as per detailed drawings for

the following. (A) Piers (B) Abutments (C) R.C.C. Returns 28.05 73858.69 MT.

Providing and laying weep holes in abutment and return by using A.C.

pipes of 100mm diameter including laying in proper grade and jointing etc.

complete as per detailed drawings. 80.00 86.70 Nos.

Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming and watering.

Total Amounts Rs......…

Total Amounts Rs......…

Stamp with Signature of Contractor

Consl.Engineer Municipal Engineer

"DESIGN POINT" Wankaner Nagarpalika

Amreli Wankaner

Chief Officer President

Wankaner Nagarpalika Wankaner Nagarpalika

Wankaner Wankaner