Minor Irrigation Project

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[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] Deepening of MI tank basin in all type of soil by machinery

for widening and strnghening of the existing earthen bund

of the MI scheme including spreading in layers, watering,

compaction by pnuematic/mechanical equipment as

&where directed with lead up to 1.00 km and all lift etc.

complete. (only earth obtained by deepening is permitted

and sand/gravel etc. is not permitted) (Excavated material

should be spread as suggested by engi. in charge)

[3] Deepening of tank in all type of soil with yellow, sandy,

gravelly soil including wet and slushy condition of soil

including soft murrum & hard murrum by machinery

including conveying and spreading excavated stuff as

&where directed with lead up to 1.00 km and all lift etc.

[4] Hiring J.C.B. 4 CX, Wheel for shaping of earthan

embankment & other allied miscelliniousactivites for 260.00 Hr. 1769.000

restoration and strengthing.

[5] Providing and fixing gauge posts with 15 Cm. Wide

enamelled gauge plate including M.S. channel (130 mm x

mm x 5 mm) of standard design and section and of required 18.00 Rmt 719.500

length of specified location etc. complete.

[6] Providing and fixing in position 1.80 m high above finished

ground level canal data boards of standard size 1.20m x

0.90m 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 75cm including painting existing data on the

board etc. complete as directed.

[7] Providing and fixing guard stone / boundary stone of size

20cm x 20cm x 75cm including white washing in two coats. 102.00 Nos 95.600

[8] Excavation for foundation in all sorts of soil including

yellow sandy gravelly soils ,soft & hard murrum etc. in dry

condition including depositing the excavated stuff in

uniform layers in banks or as and where directed etc. 1139.26 Cum 107.800

complete for lead upto 500 m and all lift. (BY

MACHINERY)b) Including dewatering.

[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 vibrator,

curing as directed with all lead & lift etc complete Without 170.91 Cum 3346.000

Dewatering and excluding cost of steel reinforcement. (a) C.

C. Nominal Mix, M-10 and MSA-40 mm

[10] 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 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

[11] Providing and laying dry rubble pitching of various

thickness to required grade including trimming of earth

work, hand packing the interstices with spauls, filling earth 6369.11 Sqmt 339.800

in interstices panelling complete for all leads and lifts.

[12] Dewatering by Machinery: Dewatering during excavation

of canals, drains, foundation trenches etc. by using

pumps of suitable capacity either diesel or electric driven 5180.00 Hp/Hr 53.800

including cost of labour, pipes etc. for delivery distance

beyond 100 m. (ByMachinery) ( For coffere dam )

[13] Dismantling the existing foundation concrete including

sorting out the dismentalled stuff and stacking the useful

material, removing the debris and making good the 82.25 Cum 1155.200

damages etc. complete as and where directed. Cement

[14] Drilling holes 35mm dia.Staggered in all formations

including rock for low pressure grouting as per pattern 156.00 Rmt 512.300

shown on the drawing. For 0 to 10 m

[15] Providing &Placing in position reinforcement bars including

cutting, bending, welding joints where necessary, hooking

etc. complete as per drawing for all lead and lifts. 7.26 MT 82019.000

[16] Dismantling the R.C.C. work and disposing off the stuff

including stacking of the useful materials etc. complete as 15.13 Cum 1732.800

[17] Dismantling the existing R.C.C. Pipes including sorting out

and stacking of the useful materials of the following

diameters including refilling the trenches etc. complete as 20.00 Rmt 866.400

[18] 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 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

[19] Providing and supplying ISI Mark CI D/F Sluice valves of

following class and diameter incl. Tail piece, all taxes,

Insurance, transportation, freight charges octroi, inspection 1.00 Nos 245128.000

charges, loading, unloading, convenyance to dam site

stacking , with all labour work inci. lowering laying and

jointing, welding, cement concter work with removing

existing sluice valve / gate etc complete (A 3) Sluice valve

with IS1 mark only, PNI with hand/whcel cap operated

ALT-1 Type Long Body 600mm Dia.

[20] Providing and fixing in position 450 mm wide steps ( for

ladder) of 28mm diameter bars at a spacing of 30cm c/c

with M.S. angle frame of 40x40x6 mm size including 22.00 Nos 386.700

painting the same with two coats of oil paint etc. complete.

[21] 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 C.C. block (M-15

MSA-20mm) of size 0.30 m x 0.30 m x 0.30 m etc. as per 16.60 Rmt 2165.100

specifications including 3 coats of oil painting to steel work

and as directed etc. complete.

( a ) Three rows

[22] Back filling the foundation trenches around the structures

ramming, compacting etc. complete. (By Machinery) 348.01 Cum 36.900

[23] Compaction for making embankment for canal by laying in

regular layers of 15 cm in thickness including breaking

clods to 25 mm size incl. light rolling by suitable rollers with 348.01 Cum 27.700

slight watering to facilate rolling and dressing the side

slopes etc.

[24] Providing and fixing in position ( different diameter )

I.S.,NP-3 class reinforced pipe with caulking the joints with

cement mortar 1:1 proportion,using jute string soaked in

cement slurry, finishing joints and laying pipes to the 32.50 Rmt 2857.700

designed grade and levels, curing etc. complete for all leads

and lifts.

(S - 8E.)NP-3 class 900 mm dia pipe.

[25] Empty Cement Bags : Providing and laying empty cement

as and where required. (Polywoven bag of 50 kg Capacity)

Rupees One Crores One Lacs Eighty Seven Thousand Nine Hundred Fifteen and Seventy EightPaisas Only

I/We _____________________________________ am/are willing to carry out the work at ____________________% above / below (should be written

in figure and words) the tendered amount mentioned above. Amount of my / our tender work out as under:-

Tendered amount : Rs.______________________

Deduct / Add _______ % below / above : Rs._______________________

Net amount : Rs. _______________________

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall

2 The labour cess will be deducted as per prevailing rules i.e.1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R. NO. : MIS102010/17/K1 Dated: 30/07/2018 as stated

in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption have been deducted from

the rate of original item at the rate of input rate mentioned in all the tender

Signature of contractor Sub Divisional Clerk Deputy Executive Executive Engineer

Engineer S.K. Panchayat Irri. Division

Panchayat Irri. Sub Himatnagar

Khedbrahma