Restoration & Strengthening of Chandrawadi Minor Irrigation Scheme, Ta. Mendarda, Dist.Junagadh.

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No figures

of specifications)

Dismantling stone/brick masonry & stacking of useful

1 and unuseful material from the dismantled materials as 33.00 Cum 616.00

directed etc complete. (a) In cement mortar

Dismantling of RCC work viz. slab, beam, lintel,

barrel,staircase, etc. including removing the steel from

the dismantled portion without damage to

reinforcement sorting and stacking of useful and

unuseful material from the dismantled material as

directed etc comp.

Excavation in all sort of strata and formations incl.

depositing the unuseful excavated stuff as and where

directed incl sorting and stacking useful materials as

directed upto lead upto 200 mt and all lift etc. complete

incl. dewatering.

(A) IN OVERBURDEN INCL. HARD MURRUM.

Providing excavator on hourly basis.

Excavator-200

Strengthening of existing earthen bund by obtaining

earth from deepening Minor irrigation scheme using

watering/Pneumatic Temping work etc. Complete as

suggested by Engineer in charge

Providing & Laying in position 'NOMINAL MIX' cement

concrete using cement sand and crushed aggregate by

machine mix incl. necessary formworks ,centering

,scaffolding compaction by mechanical vibrator curing

as directed with all lead & lift etc

E) Concrete grade 1:1.5:3 and MSA-20mm(Graded)

Providing,cutting,bending,binding and fixing in

position as per drawing .TMT BAR , reinforcement for

7 R.C.C. works and anchor bars incl cost of black annealed 22.50 MT 76574.00

16 to 18 BWG M.S.. Wire etc.complete with all lead and

lift. (B) Fe -500

Providing and laying High Density Polyethylene (HDPE)

Geomembrane (double side textured) on bed/slope of

the earthen embankment, preparation of subgrade in

8 required line and level including smooth finishing, 13511.00 Sqmt 238.00

overlaps, welding etc., complete as directed. (Thickness

of HDPE Geomembrane: 1mm, Double side textured)

with confirming to IS 16352:2020

Providing and laying 30 cms thick dry rubble stone

pitching without base, inverted filter/murrum bedding

and header stone including hand packing and trimming

& dressing slopes etc complete.

Laying 30 cms thick dry rubble stone pitching without

base , inverted filter/murrum bedding and header

stone including hand packing and trimming & dressing

slopes etc complete using dismantled pitching as

suggested by charge engineer in charge. Excluding Cost

of rubble.

Drilling 25mm dia holes at distance as specified and

depth upto 3.0mt for check dam foundation & fixing

11 anchor bars of specified diameter with cement grout 870.00 Rmt 252.00

incl cleaning holes as directed etc. (excluding cost of

Refilling the excavated trial pits & trenches using

excavated stuff as directed etc. complete.

Providing and fixing gauge post with M.S.Channel of

size 150x75x5mm of required length as per design with

13 necessary foundation and with painted enameled plate 11.00 Rmt 821.00

and fixing it on MS channel etc complete with necessary

oil paint.

Sign Board: Providing and fixing in position 1.80 m high

above finished ground level sign boards of standard size

0.45 m x 0.30m with M.S. angle 40mm x 40mm x 6mm

with 3mm thick iron plate in 1:5:10 proportion

concrete block size 40cm x 40cm x75 cm including

radium paint on both side etc. complete.

Providing, fabricating and erecting 60cms wide steel

ladder of M.S. angle 50x50x6mm for HR well as per

drawing and design incl one coat of primer and two coat

of anti corrosive paints etc complete.

Strengthening and repairing to cracks in masonry and

concrete structure of dams, like waste weir, HR, piers,

bridge, etc. by injecting neat epoxy resin and hardener

in ratio 2:1 under pressure 3 to 7 kg/cm2 and pointing

with silica mortar with proportion in 1:1/2:6(1resin

1/2 hardener, &6silica) etc.completed

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S. laths inter-locked together

through their entire length and jointed together at the

ends by end locks mounted on specially designed pipe

17 shaft with bracket plates, guide channels and 2.50 Sqmt 3519.21

arragements for inside and outside locking with push-

pull operation including the cost of hood cover and

spring etc. complete.(A) Shutters having width below

Providing and fixing 35 mm thick shutters for Doors,

windows and clearstory windows including

blackenamelled M.S. butt hinges with necessary screws.

(A) Indian teak wood. (i) Fully Panelled.

Total Cost (Rs.)

Rupees One Crores Eighty two Lacs Fourty four Thousand Two hundred Thirteen Only

I/We am/are willing to carry out the work at……………………………………. % above/below percent (Should be

written in Gigures and words) of the estimated rate mentioned above. Amount of my /our tender works out

Estimated amount put to Rs. Estimated amount put to Rs.

tender tender

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

below Above

Net Rs. Net Rs.

In words :: In words ::

* (Please strike out whichever is not applicable)

NOTE 1: All work shall be carried out as per Public Works Department Handbook and

other specifications of division or as directed.

NOTE 2: All the columns in schedule should be filled in ink and the total of the entries in

the last column should be struck by the contractor under his signature. Site,

moisture, weather etc.

NOTE 3: Rates quoted include clearance of site (Prior to commencement of work and at tis

close) in all respects and hold good for work under all conditions.

NOTE 4: To be on additional sheets, if found necessary.

Signature of Deputy Executive Engineer Executive Engineer

Contractor Panchayat Irrigation Sub Division-2 Panchayat Irrigation Division

Junagadh Junagadh