Construction Work of RCC Retaining Wall with C.C. Road at Hansot Road Ashiyad Nagar Pumping Station, At-Ankleshwar.

NAME OF WORK : CONSTRUCTION WORK OF RCC RETAINING WALL WITH C.C. ROAD

LOCATION : HANSOT ROAD ASHIYAD NAGAR PAMPING STATION, AT-ANKLESHWAR

PERCENTAGE RATE TENDER

Item No. & Description Qty. Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting

out and stacking of useful materials and disposing of the 432.00 149.67 Cumt

excavated stuff up to 50 mt lead. (B) Dense or Hard soil.

Providing and filling in foundation with ordinary Cement

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

Providing and casting in situ controlled cement concrete M-

250 for R.C.C. Return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating, curing 233.30 4946.89 Cumt

and finishing complete. (A) Height from 0.0 to 5.0 M. (1) Piers,

(2) Abutment, RCC Return (upto 10 ton)

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)

Filling in foundation and plinth with murrum or selected soil in

layers of 20cm. thickness including watering, ramming and 619.80 289.06 Cumt

consolidating etc completed.

Providing and laying weep hole in abutment and return by using

A.C. pipes of 100mm diameter including laying in proper grade

and jointing the completed as per detailed specification.

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying heavy traffic

as per IS 458-1991 specifications including setting the pipes in 15.00 3446.50 Rmt.

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.(v) 900mm dia.

Box cutting the road surface to proper slope and camber for

making a base for road work including ramming the excavated

stuff and despositing on the road side slope as directed up to

Construction of granular sub-base 150mm thick by providing

coarse graded machine crushed B.T. material satisfying MOST

specification of grading I (B.T. stone aggregate 53 mm to

)including spreading in uniform layer with motor grader on

prepared surface, mixing by mix in place method with rotavator

at OMC and compacting with vibratory roller to achieve the

desired density etc. complete.

Item No. & Description Qty. Rate Per Amount

Construction of un-reinforced, plain cement concrete Bavement,

thickness as per design, over a prepared sub base, with

grade cement or any other type as per Clause 1501.2.2 M-250

(Grade), coarse and fine aggregates conforming to 15:383,

maximum size of coarse aggregate not exceeding 25 mm.

mixed in a concrete mixer of not less than 0.2 cum capacity and

appropriate weigh batcher using approved mix design, laid in

approved fixed side formwork (steel channel, wedges, steel

plates including levelling the formwork as per drawing),

spreading the concrete with shovels, rakes, compacted using

needle, screed and plate vibrators and finished in continuous

operation including provision of contraction and expansion,

construction joints, applying debonding strips, primer, sealant,

using curing compound (where specified) and water finishing to

lines and grade as per drawing and Technical Specification

Providing and constructing Sewer manholes, scraper manholes

and unit house connection chamber, as per the type design in

brick masonary in C. M. 1:5 and inside and outsice 15mm thick

plastering in C. M. 1:3 necessary 100 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 (excl.

a) Manhole type "A" Circular type having inside diameter of

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

Manhole type "A" as above but upto 1.0 M depth. 5.00 12300.79 No.

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.

(1) Frame suitable for 50cm opening of MH 5.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 5.00 1184.73 No.

Total Amount Rs…………

Total Amount Rs…………

Item No. & Description Qty. Rate Per Amount

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

Estimated Amount Estimated Amount

Put to Tender Rs. 33,26,653=00 Put to Tender Rs. 33,26,653=00

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Ankleshwar Nagarpalika

Amreli Ankleshwar

Chief Officer President

Ankleshwar Nagarpalika Ankleshwar Nagarpalika

Ankleshwar Ankleshwar