Restoration & Strengthening of Rupavati Minor Irrigation Scheme, Ta. Dhari, Dist. Amreli.

Item No. Quantity Unit

(with brief specification and reference to book of specifications) figures Rs.

Clearing the seat of earthen dam including seat of spillway and HR

including removing the trees, shrubs, bushes etc and depositing the

materials outside the seat of dam beyond 50mt from the toe line and

upto 200mt lead as directed

Strengthening of existing earthen bund by obtaining earth from

deepening Minor irrigation scheme using watering/Pneumatic

2 Temping work etc. Complete as suggested by Engineer in charge 12,952.00 Cu.M.

Providing excavator on hourly basis. Excavator-200

Lumpsump Quantity to dismantle rubble pitching including

3 removal of rubbish, Stripping of earthen bund and other 175.00 Hrs.

miscellaneous work as directed by EIC.

Excavation for Geo Membrane U/s toe :Excavation in all sort of strata

and formations incl. depositing the unuseful excavated stuff as and

where directed incl.sorting and stacking useful materials in

4 measurable conditions as directed upto 200mt lead and all lift etc. 7410.00 Cu.M.

complete incl. dewatering.

(A) IN OVERBURDEN INCL. HARD MURRUM.

Geomembrane: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

5 directed. (Thickness of HDPE Geomembrane: 1mm, Double side 7890.45 Sqmt.

textured) with confirming to IS 16352:2020

Providing High Density Polyethylene (HDPE) Geomembrane (double

side textured)

Laying, Welding and jointing in position as directed

Refilling Geo Membrane U/s Sill :Refilling the excavated trial pits &

6 trenches using excavated stuff as directed etc. complete. 7410.00 Cu.M

Providing and laying dry rubble stone pitching without base

,inverted filter/murrum bedding and header stone including hand

7 packing & trimming & dressing slopes etc complete. 4,397.00 Sq.M

230 MM THICK

Providing & Laying in position 'NOMINAL MIX' cement concrete

using cement sand and crushed aggregate by machine mix incl.

necessary formworks ,centering ,scaffolding compaction by

8 mechanical vibrator curing as directed with all lead & lift etc 5.10 Cu.M

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

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

150x75x5mm of required length as per design with necessary

foundation and with painted enameled plate and fixing it on MS

9 channel etc complete with necessary oil paint. 10.00 Rmt.

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

10 1:5:10 proportion concrete block size 40cm x 40cm x75 cm including 1.00 Nos

radium paint on both side etc. complete.

Dismantaling stone/brick masanory & stacking of useful and un

11 useful material from the dismantaled materials as directed etc. 255.00 CMT

Description of Item Rate In Amount

Item No. Quantity Unit

(with brief specification and reference to book of specifications) figures Rs.

Excavation in all sorts of soil strata & foundation incl. depositing the

useful excavation stuff as and where directed incl. sorting & stacking

12 useful materials as required & up to lead of 200 mt. & all lift etc. 785.00 CMT

comp. incl. dewatering.

(A) In Soft Rock

Providing cutting, bending,binding and fixing in position as per

drawing TMT BAR reinforcement for R.C.C Works and anchore bars

13 incl cost of black annealed 16 to 18 BWG M.S. Wire etc. complete with 7.90 MT

all lead and lift.

Prov. & Laying in position cement concrete using cement , sand and

crushed metal coarse aggregate by mass and machine mix for

PCC/RCC including necessary formworks compaction by

vibrator,curing as directed with all lead & lift etc complete.

(Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING

WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC.

4/C) Controlled Concrete grade M-15 and MSA-40mm

Providing and fixing in position 100/110 mm dia PVC Pipe weep

15 holes in the retaining walls/sidewall/abt etc. 83.00 RMT

Providing and fixing in position white marble plate of size 45x45x1.8

16 cm incl. ingraving the letters as per drawing/as directed etc 1.00 No

Box cutting the road surface to proper slope and camber for making a

base for road work including removing the excavated stuff and

17 depositing on the road side slope as directed upto 50Mt.lead. 900.00 Cu.M

Using Spreding and Leveling of Dismentalled Pitching Stone As per

18 directed by engineer incharge for Approch Road. 579.60 Cu.M

Quarry-spalls:Quarrying transporting suitable filter materials

specified gradation from approved borrow pit area/stockpiles,

spreading the materials in specified thickness dressing removing

19 oversize materials roots etc. watering up to saturation rolling with 360.00 Cu.M

suitable type of roller for all lifts etc.complete.

Total Cost (RS.)

Ninty-Eight Lakhs Ninty-Seven Thousand Three hundred-Seventeen Rupees and Fourty-Two paise only

Estimated Rs. Estimated amount put to tender Rs.

Net Rs. Net Rs.

In words :: In words ::

* (Please strike out whichever is not applicable)

Deputy Executive Engineer Divisional Accounts Officer Executive Engineer

Minor Irrigation Panchayat Sub Division Panchayat Irrigation Division Panchayat Irrigation Division

Khambha Amreli Amreli