Construction of Big Checkdam across Tributory River of Pushpavati At-Karanpur Ta-Unjha and Di-Mehsana.(second attempt)

Construction of Big Checkdam across Tributory River of

Pushpavati At-Karanpur Ta-Unjha & Di-Mehsana

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Ite Description of Item (with brief specification Quantit Unit Rate In Amount

m and reference to book of specifications) y Figures

Jungle Clearence of Specified Category And Bushesh for

Canal/dam Work As directed With Desposing Materials

etc, Complete (Excluding Tree of Girth Above 0.5Mt) (b)

for Medium Dence

Care and diversion of river including required dewatering

during construction of spillway and allied works as

prescribed and directed etc. complete. @ 1.5 % age of

Excavation in all sorts of strata and formations including

depositing the unuseful excavated stuff as and where

directed including sorting and stacking useful materials as

required and upto lead of 200mt. And all lifts etc.

complete, including dewatering. (a) In Overburden

including hard murrum

Providing and laying foundation concrete of proportion as

under by using cement, sand and machine crushed course

4 aggregate laid in situ including necessary temping, smooth 413.00 CMT 3338.10

finishing, watering and curing as directed with all leads

and lifts etc complete. (a) PCC 1:3:6

Providing and laying in position cement concrete M-15

using cement ,sand and machine crushed course aggregates

including providing necessary from work compaction

finishing and curing as required etc completed.

Providing and laying HYSD/TMT Fe-415,500D steel bar

reinforcement for R.C.C. works and anchor bars with

6 providing binding wires including cutting, bending, 21.00 MT 71264.00

welding, binding in position, hooking, placing in position

with all leads & lifts etc. complete. (c) TMT Fe-500D

Providing and laying dry rubble pitching of various

thickness to required grade including trimming of

7 earthwork, hand packing the interstics with spauls, filling 613.00 SMT 617.50

earth in interstics pannelling complete for all lead and lift.

Providing and laying dry rubble for appron Including

Packing With Mecheanically Double twist highly

Galvanized with (P.V.C) Polychloride coating made of

mesh size 10x12 mm woven wire as per ASTMA-975-97

8 and including quarring ,blasting,loading at quarry 701.00 CMT 2361.00

site,transporting at work site and arrange in the work man

like manner with required layer thickness and arranging

this rubble in required(If Required or As Directed) layers

with all materials ,labours ,tools etc.complete.

Providing and laying graded filters of sand,graval and over

size metal (100 mm to 150mm) behind the retaining wall

and wing wall as directed as per approved drawing with all

lead & lifts etc.completed.

10 Providing and fixing in position P.V.C heavy duty Water 22.00 RMT 634.50

stops in barrels throughs and wingwalls with 25mm wide

Expansion joints as shown in drawings including filling the

joints with asphalt pads or butimen cork board of approved

quality(Ashphalt pad and butimen cork board will paid

seperately) (b) 300 mm wide P.V.C Water stops

Providin weep holes 100 or 110 mm dia pipe in the

11 retaining wall etc completed .. (b) P.V.C. Pipe.( 6 52.00 RMT 396.00

Providing and filling in contraction joints with 12 mm

12 thick bitumen sheet of approved quality as directed 23.00 SMT 450.00

Providing and fixing marble plate 45 cms x 60 cms size

inclding engraving for letters as directed etc.complte

Providing And supplying Mecheanically Double twist

highly Galvanized with (P.V.C) Polychloride coating

gabbions made of mesh size 10x12 mm woeven wire as per

ASTMA-975-97 size of gabbion 1Mx1Mx0.5M Including

providing and laying stones in the gabbion an arranging

them in required manner in the section of break water or

such other structure including quarring ,blasting,loading at

quarry site,transporting at work site and arrange in the

gabbions in work man like manner with requred layer

thickness and arranging this gabbions in required(If

Required or As Directed) layers with crane of required

capacity with all materials ,labours ,tools etc.complete.

Back Filling With Selected Earth From Out Side Borrow

Area Or From Excaveted Useful Material Including

15 Watering, Raming, Cosolidation Etc With Pnumatic 2030.00 CMT 142.00

Temping and Lead Up to 1.00Km And All Lifts Etc