CONSTRUCTION OF R.C.C. TRIMIX ROAD AT WARD NO 5 DAHERI MAIN ROAD TO KAMARWAD ROAD, UMARGAM (2nd call)

NAME OF WORK :- TENDER FOR CONSTRUCTION OF R.C.C. TRIMIX ROAD AT- ward No. 5 Daheri Mai

road to Kamarwad road. (2nd call)

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

SR.NO SCHEDULE AMOUNT

1 Schedule - "B1"

TOTAL AMOUNT RS.

TOTAL AMOUNT RS.

I/We am/are willing to carry out the work @ ________% Above / Below _____________ Percentage

(shoulde writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender works

Estimated Amount Estimated Amount

Put to tender Rupees=2468244 Put to tender Rupees=2468244

ADD % Rs. Deduct % Rs.

TOTAL Rs. TOTAL Rs.

IN WORDS. IN WORDS.

Seal Of Contractor

President Engineer Chief Officer

Umargam Municipality Umargam Municipality Umargam Municipality

Umargam Umargam Umargam

UMARGAM NAGARPALIKA, UMARGAM

NAME OF WORK :- TENDER FOR CONSTRUCTION OF R.C.C. TRIMIX ROAD AT- ward No. 5 Daheri Main road to Kamarwad road.

Item Qty. Description ABSTRACT S.O.R. 1 % Labour Total Unit Amount

No. Rate Cess Rate

1 405.00 Box cutting the road surface to proper slope & camber for

Cmt. making a base of road work incl. a removing the

excavated stuff & depositing on the road side slope as

directed up to 50 m lead.(c) Above 400 Meters upto

2 135.00 Construction of granular sub-base Grading-1 by providing 942.00 9.42 951.42 Cmt.

coarse graded B.T. machine crushed material satisfying

MOST specification of grading I including spreading in

uniform layers 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.

3 135.00 Providing and laying P.C.C. (1:4:8) mix (1 cement,

Cmt. coarse sand, 8 Crushed stone aggregate of 20mm

nominal size) for foundation in true line and level

including ramming, compacting and Formwork.

4 6140.00 Providing T.M.T. Bar Fe 500 / 500-D. reinforcement for

Kgs. R.C.C.work including bending, Binding and placing in

position complete upto floor two level.(upto 10 ton)

5 202.50 Construction of un-reinforced, dowel jointed, plain cement

Smt. concrete pavement 150mm thickness as per design, over

a prepared sub base with 53 grade cement or any other

typr as per clause 1501.2.2 M - 300 (Grade). coarse and

fine aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed in a

concrete mixer is 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, using curing compound ( where

specified ) and water finishing to lines and grade as per

drawing and Technical Specification.

SAY TOTAL AMOUNT

SAY TOTAL AMOUNT