Repair and Maintenance Works for Khampaliya Minor Irrigation Scheme, Ta. Muli, Dist.Surendranagar

Bill of Quantities

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Estimated according to

but may Item of works In Unit estimated

be more or Words(Rs) Quantities in

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

273.310 79.00 Seventy Nine Cum ₹

directed upto lead upto 200 mt and all lift

etc. complete incl. dewatering.

A) IN OVERBURDEN INCL. HARD

Providing and supplying ISI Mark CI D/F

Sluice valve of following class and

diameter incl. Tail piece all taxes,

Insurance, transportation, freight charges, Rupees One

octroi, inspection charges, loading,

unloading, convenyance to dam site

1.000 stacking , with all labour work i.e lowering 179974.00 No. ₹

laying and jointing, welding, cement

concter work with removing existing sluice

valve/gate etc compl. (A 3) Sluice valve

with ISI mark only, PN-1 with hand/wheel

cap operated ALT-1 Type Long Body

Providing & Laying in position 'NOMINAL

MIX' cement concrete using cement sand

and crushed aggregate by machine mix Rupees Four

incl. necessary, formworks, centering, Thousand

599.875 scaffolding compaction by mechanical 4458.00 Four Hundred Cum ₹

vibrator curing as directed with all lead & Fifty Eight

E) Concrete grade 1:1.5:3 and MSA-

Synthetic enamel painting lettering of

gauge mark (Patti) on the vertical surface Rupees Two

of reservoir incl. Scrapping & Rubbing for Four Hundred

cleaning the surface applying cement Twenty Nine

primer with all tools & plants 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 Thousand Kg of

ratio 2:1 under pressure 3 to 7 kg/cm2 Two Hundred epoxy

and pointing with silica mortar with Sixty Six Only material

proportion in 1:1/2:6(1resin 1/2 hardener,

& 6 silica) etc.completed

Providing and laying brick masonry using

std. modular brunt bricks (2nd class) and Rupees Five

cement mortar by mass incl striking out Thousand

joints,curing,finishing and scaffolding etc. Five Hundred

complete. a) IN C.M. 1:5 For all lead and Seven Only

Providing,cutting,bending,binding and

fixing in position as per drawing .TMT BAR Seventy Six

, reinforcement for R.C.C. works and Thousand

anchor bars incl cost of black annealed 16 Five Hundred

to 18 BWG M.S.. Wire etc.complete with all Seventy Four

lead and lift. (b) Fe -

Drilling 25mm dia holes at distance as

specified and depth upto 3.0mt for check

dam foundation & fixing anchor bars of

943.200 252.00 Hundred Fifty Rmt. ₹

specified diameter with cement grout incl

cleaning holes as directed etc.(excluding

Excavation in all sort of strata and

formations incl. depositing the unuseful

excavated stuff as and where directed incl Rupees One

1045.800 sorting and stacking useful materials as 176.00 Cum ₹

directed upto lead upto 200 mt and all lift

etc. complete incl. dewatering. (B) IN

Strengthening of existing earthen bund by

obtaining earth from deepening Minor Rupees One

irrigation scheme using Hundred

2406.580 watering/Pneumatic Temping work etc. 104.93 Four and Cum ₹

Complete as suggested by Engineer in Ninety Three

charge. Paisa Only

Providing and laying dry rubble stone

pitching without base, inverted

filter/murrum bedding and header stone Rupees Two

6614.000 including hand packing and trimming & 253.00 Hundred Fifty Sqmt. ₹

dressing slopes etc complete. Three Only

b) 23 cms thick stone pitching.

Laying 23 cms thick dry rubble stone

pitching without base, inverted

filter/murrum bedding and header stone

including hand packing and trimming &

3969.000 dressing slopes etc complete using 123.31 Sqmt. ₹

dismantled pitching as suggested by

Engineer In Charge. Excluding cost of

Providing EXCAVATOR-200 on hourly

Providing and fixing in position 1.80 m

high above finished ground level sign Rupees One

boards of standard size 0.45 m x 0.30m Thousand

with M.S. angle 40mm x 40mm x 6mm

2.000 with 3mm thick iron plate in 1:5:10 1365.00 No. ₹

proportion concrete block size 40cm x

40cm x 75 cm including radium paint on Sixty Five

both side etc. complete. Only

Writing letter or figures on any surface

with black japan paint (stops,comas, Rupees Per

hyphens and the like not to be measured Three and Letter

and paid for separately) (ii) Indian Sixty Five Per

(Letters/Figures) Paisa Only Cm/Ht.

Rupees Eighty Lacs Fifty Six Thousand Six Hundred Fifty Eight and Forty Three Paisa Only

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

be written in figure and words) of estimated rates mentioned above. Amount of my/our tender works out as under

*Estimate amount put to tender Rs. *Estimate amount put to tender Rs.

*(Please strikeout whichever is not applicable)

Notes 1- All works shall be carried out as per public works Department Handbook and other specification of Division

Notes 2- All the columns is schedule should filled in ink and the total of the entire in the last column should be struck by the

contractor under his signature

Notes 3- Rate quoted include clearance of site (prior commencement of work and at its close) in all respect and hold good for

work under all condition,site,moisture,weather etc.

Notes 4- to be continued on additional sheets,if found necessary

Notes 5- Proposed Estimae and Design is based on Permeable foundataion which may change on field execution if revised.

Deputy Executive Engineer Executive Engineer

Panchayat Irrigation Sub Division Panchayat Irrigation Division

Sayla Surendranagar