Construction Work of Drainage Work At, BRC Bhavan to Madhapar Talav, At. Halvad, Dist: Morbi Under 15th Finance Commission Grant.

NAME OF WORK :- CONSTRUCTION WORK OF DRAINAGE WORK

LOCATION :- BRC BHAVAN TO MADHAPAR TALAV @ HALVAD

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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, octroil, inspection, loding,

unloading, conveyance to departmental stores, stacking etc.(A)

900mm dia NP3 Class.

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shorting and struting if required as per required

gradient and line including safety provisions using site rails and

stacking excavated stuff including up to all required lead cleaning the

site etc. complete for all lifts and strata as specified.

2.1 Upto 1.50mtr Depth

(A) in all sorts of soil and soft murrum 139.50 89.89 Cumt.

(B) in hard murrum, boulders inc. macadam road 139.50 136.35 Cumt.

(C) in soft rock and/or Lime concrete 209.25 164.63 Cumt.

(D) in hard Rock 209.25 375.72 Cumt.

2.2 1.50mtr. to 3.00mtr Depth

(A) in all sorts of soil and soft murrum 93.00 98.98 Cumt.

(B) in hard murrum, boulders inc. macadam road 93.00 149.48 Cumt.

(C) in soft rock and/or Lime concrete 139.50 180.79 Cumt.

(D) in hard Rock 139.50 391.88 Cumt.

Lowering laying and jointing RCC pipes in C.M. 1:1 1/2 of following 310.00 230.28 Rmt.

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. (A)

900mm dia NP3 Class

Refilling the pipeline trenches incl. ramming, watering, consolidating 454.15 22.22 Cumt

desposal of surplus stuff as directed within a radius of 3km.

Brick Masonry Chamber With Percast Manhole Frame and Cover 10 19992.87 No

including Excavation with all Strata up to 3.0 m depth, PCC 1:3:6 in

foundation and plinth, M-250 Controlled concrete for foundations,

Brickwork in CM 1:5, inside 15 mm plaster in CM 1:6 and outside

mm plaster in CM 1:3, precast manhole Frames and Percolated

Covers including curing, materials, labour and all incidental works,

complete as per specifications and Engineer-in-Charge.

Total Amounts Rs…

Total Amounts Rs…

Say Amounts 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. 16,56,503=00 Put to Tender Rs. 16,56,503=00

Add ..............% Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

DESIGN POINT Halvad Nagarpalika

Chief Officer President

Halvad Nagarpalika Halvad Nagarpalika