Repair & Maintenance Work for Dachaka, Kaliyakuva & Nal Minor Irrigation Scheme (Part-1: Dam Section & Waste Weir), Ta. Meghraj, (Aravalli)

BILL OF QUANTITIES

NAME OF WORK: REPAIRING AND MAINTENANCE WORKS FOR DACHAKA,

KALIYAKUVA & NAL MINOR IRRIGATION SCHEME TALUKA: MEGHRAJ, DIST: ARAVALLI

SR AMOUNT (INR)

ITEM QTY. UNIT UNIT (Without

1 Cleaning the slope of dam within the

dam boundry by removing the

bushes,shrubs girth and small trees

including depositing the materials as

and where directed up to 50 mt. and all

lift etc completed.

2 Cutting down the trees of different

girths, (at 45 cm above G.L.) including

removing & grubbing roots below

ground leval within the canal boundary

including stacking the wood outside the

canal boundary as directed etc.

complete. (a) Girth above 0.50 & upto

3 Excavation for foundation in

overburden in all sorts of soil hard

murrum , gravel etc including shoring

strutting and depositing the excavated 5119.73 Cum 110.50

stuff in regular stacks or layers with lead

up to 500 mtr and all lifts. (By Machinery)

including dewatering

4 Dismentalling the rubble pitching

including sorting out and stacking of

useful materials at site upto lead 200 mt.

including removing the rubbish as

directed etc. comlete. 23 cm Thick

5 Earthwork/Back filling with selected

earth brought from outside borrow area

or from excavated useful material

including spreading in layers, watering, 15476.24 Cum 144.50

compaction by pnuematic/mechanical

equipment and all lead and all lift etc

6 Providing and laying High Density

Polyethylene (HDPE) Geomembrane

(double side textured) on bed/slope of

the earthen embankment, preparation

of subgrade in required line and level

including smooth finishing, overlaps,

welding etc., complete as directed.

(Thickness of HDPE Geomembrane:

1mm, Double side textured) with

confirming to IS 16352:2020

7 Providing and laying dry rubble

pitching of various thickness to

required grade including trimming of 13774.71 Sqmt 339.80

earth work, hand packing the interstices

with spauls, filling earth in interstices

pannelling complete for all leads and

lifts. (a) 230 MM THICK

8 Providing & Laying in position

"NOMINAL MIX" cement concrete using

cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C

work incl. necessary formworks

centering, scaffolding, compaction by 12.72 Cum 3935.00

vibrator, curing as directed with all lead

& lift etc complete Without Dewatering

and excluding cost of steel

reinforcement. (c) C. C. Nominal Mix,

M-15 and MSA-20 mm

9 Providing & Laying in position

"NOMINAL MIX" cement concrete using

cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C

work incl. necessary formworks

centering, scaffolding, compaction by 211.48 Cum 4296.00

vibrator, curing as directed with all lead

& lift etc complete Without Dewatering

and excluding cost of steel

reinforcement. (f) C. C. Nominal Mix,

M-20 and MSA-20 mm

10 Drilling holes 35 mm dia. Staggered in

all formations including rock for low

pressure grouting as per pattern shown

on the drawing. For 0 to 10 m

11 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 x 75 cm including radium paint on

both side etc. complete.

12 New / Repairing of steel gate including

providing basic steel material; M.S.

Shaft plate, angles, channels etc. incl. 363.54 Kg 127.20

fabrication transporting to site &

erection and painting etc. complete.

13 Providing & Placing in position

reinforcement bars including cutting,

bending, welding joints where

necessary, hooking etc. complete as per

drawing for all lead and lifts. TMT / CRS

14 Providing and fixing post and 40 mm dia

pipe railing as per detailed drawing

including angle iron post of size 80mm x

50mm x 10mm (Height 1.2mt) fixed in 7.07 Rmt 2165.10

C.C. block (M-15 MSA20mm) of size

m x 0.30 m x 0.30 m etc. as per

specifications including 3 coats of oil

painting to steel work and as directed

etc. complete. (a) Three rows

15 Providing Fabricating and erecting a

steel ladder M.S. Angle 50 X 30 X 6 mm

in the H.R. well as per design to 20.00 Rmt 1201.60

approach the H.R. gates from top of H.R.

well etc complete as directed

16 Providing and fixing 5mm thick

enamelled gauge plate including

necessary gradation in white and blue

etc. complete. 10 cm wide

17 Steel work, welded in built up sections

framed work including cutting, hoisting,

fixing in position and applying a priming

coat of red lead paint. (A)In beams and

joists, channels angles Tees, flats, with 1.79 Qtl 8958.28

connecting plates or angle cleats as in

main and cross beams. Hip and jack

rafters, purlins conneted to common

rafters and the like

Total Cost (Rs.)

*NOTE: This work includes work at 2 different Minor Irrigation Schemes, So the

bidder at the Bidder’s own responsibility and risk is encouraged to visit and examine

the site of work and its surrounding and obtain all information that may be necessary

for preparing the Bid and entering into a contract for construction of the Works.

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

be written in igures and words) of the estimated rate mentioned above. Amount of my

/our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Contractor Executive Engineer