Checkdam

Item Estimated Rate

Quantity Description of Item Unit Amount

No. In Figure In Word

Excavation for foundation in Soft Rock including

depositing the excavated stuff as and where directed Rupees Two

hundred forty nine

1 1500.94 etc. complete for lead upto 500m and all lift. 249.20 and twenty paisa

(Machinery).Including dewatering.IN SOFT ROCK. Only

Providing & Laying in position with Batch Mix Plant &

Transit Mixer "DESIGN MIX" cement concrete using

cement sand and crushed aggregate for C.C./ R.C.C

work including necessary formwork, centering,

scaffolding, compaction by vibrator, curing as Rupees Four

2 1115.78 directed with all lead & lift etc complete without 4909.50 Hundred nine and

dewatering and excluding the cost of steel Fifty paisa Only

reinforcement.(B) For Pier and Abutments / Wing

wall / Head wall / Return wall / Dowel wall etc.(h)

Concrete grade M-15 and MSA-40 mm

Providing and laying in position 110 mm dia (6 kgf/sq

cm) P.V.C. Pipe for weep holes with non corroding

3 31.72 262.50 Hundred Sixty two Rmt

jali in abutments, wing walls, retaining walls etc. and fifty paisa Only

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 Rupees One

4 2.00 6mm with 3mm thick iron plate in 1:5:10 proportion 1365.00 Hundred Sixty five

concrete block size 40cm x 40cm x 75 cm including Only

radium paint on both side etc. complete.

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where Rupees Eighty two

5 8.62 necessary, hooking etc. complete as per drawing for 82019.00 Thousand Nineteen MT

all lead and lifts. TMT / CRS (FE 500 D) Only

Providing and laying inverted filter of specified

thickness in two layears Gravel/Metal, Sand as

specified in drawing at the back of abutment, returns

6 161.50 505.10 Hundred five and Sqmt

& wing walls etc. complete (Assumining 0.60 m ten paisa Only

thick.,0.30mGravel/Metalfilter& 0.30m. Sand filter)

Providing and laying dry rubble pitching of various

thickness to required grade including trimming of Rupees Three

earth work, hand packing the interstices with spauls, Hundred thirty nine

7 150.90 339.80 and eighty paisa

filling earth in interstices panelling complete for all

leads and lifts.230 MM THICK

Earthwork/Back filling with selected earth including

watering ramming,Compaction with pnuematic

8 176.81 144.50 Hundred forty four Cum

temping with all lead and all lift etc complete. and fifty paisa Only

Item Estimated Rate

Quantity Description of Item Unit Amount

No. In Figure In Word

Dismantling the existing stone masonry including

sorting out and stacking the useful material and Rupees seven

9 204.75 removing the debris and making good the damages 750.90 Hundred fifty and Cum

etc. complete as directed. In Cement Mortar ninety paisa Only

Providing and Placing in position mechanically

woven double twisted , galvenized without PVC

coating "GABIONS" made of mesh size 10 X 12 cm

with Mesh wire diameter 3.0 mm, including proving

and lying stones with least dimention of 200mm and Rupees two

tying with lacing wire of diameter 2.2mm and thousand eight

10 252.00 2822.00 Hundred twenty two

arranging the same as instructed or as per drawing at

the locations/ structures etc including dressing the

slope , minor earth fill with all lead and lift etc

(stone weight between 10kg to 40kg)

Rupees Seventy Five Lakh Ninety Three thousand Three hundred Five Only

Deputy Executive Engineer Executive Engineer

Hadaf Irrigation Sub division Panam Project Divison

Panam Colony Godhra