Minor Irrigation Project

Description•of•Item•• Quantity• Unit• •Amount••

•No.• In•Figure•

[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

[2]• Cutting down the trees of different girths, (at 45 cm above G.L.)

including removing & grubbing roots below ground level within

the canal boundary including stacking the wood outside the canal

boundary as directed etc. complete.

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

including conveying and spreading selected excavated stuff 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 11131.00 Cum. 106.00

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

[4]• 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 12600.00 Cum. 82.60

spreading excavated stuff as & where directed with lead up to

1.00 km and all lift etc. complete.

[5]• Hiring J.C.B. 4 CX, Wheel for shaping of earthan embankment &

other allied miscellinious activites for restoration and 100.00 Hr. 1769.00

[6]• Providing and fixing gauge posts with 15 Cm. Wide enamelled

gauge plate including M.S. channel (130 mm x 75 mm x 5 mm) of

standard design and section and of required length of specified 8.00 Rmt 719.50

location etc. complete.

[7]• 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

[8]• Providing and fixing guard stone / boundary stone of size 20cm

x 20cm x 75cm including white washing in two coats. 162.00 Nos 95.60

[9]• 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 1881.00 cum 102.40

banks or as and where directed etc. complete for lead upto 500 m

and all lift. (BY MACHINERY) (For coffer dam)

[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 205.54 Cum 3346.00

lead & lift etc complete Without Dewatering and excluding cost

of steel reinforcement. (a) C. C. Nominal Mix, M-10 and MSA-40

[11]• 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 48.24 Cum 3935.00

lead & lift etc complete Without Dewatering and excluding cost

of steel reinforcement. (c) C. C. Nominal Mix, M-15 and MSA-20

[12]• 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 373.96 Cum 4296.00

lead & lift etc complete Without Dewatering and excluding cost

of steel reinforcement.(f) C. C. Nominal Mix, M-20 and MSA-20

[13]• 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 in interstices panelling 12964.00 Sqmt 339.80

complete for all leads and lifts.

[14]• Dismantling the existing stone masonry including sorting out and

stacking the useful material and removing the debries and

making good the damages etc. complete as directed. In Cement

[15]• 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 directed. A -5(i)c, 22.00 Rmt 866.40

[16]• 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. complete for lead upto 500 m

and all lift. (BY MACHINERY)

b) Including dewatering.

[17]• Providing & Placing in position reinforcement bars including

cutting, bending, welding joints where necessary, hooking etc.

complete as per drawing for all lead and lifts. 7.30 MT 82019.00

TMT / CRS (FE 500 D)

[18]• 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 charges,

loading, unloading, convenyance to dam site , stacking , with all

labour work inci. lowering laying and jointing, welding, cement 1.00 No. 245128.00

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.

[19]• 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 painting the same with two 18.00 No. 386.70

coats of oil paint etc. complete.

[20]• 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 specifications including 10.00 Rmt 2165.10

3 coats of oil painting to steel work and as directed etc. complete.

( a ) Three rows

[21]• Back filling the foundation trenches around the structures etc

with selected excavated stuff including watering, ramming, 163.97 Cum 36.90

compacting etc. complete. (By Machinery)

[22]• 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 slight 163.97 Cum 27.70

watering to facilate rolling and dressing the side slopes etc.

[23]• 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 designed grade and levels,

curing etc. complete for all leads and lifts. NP-3 class 900 mm dia

[24]• Provoding and fixing flush door shutters, solid core

construction with frame of first class hardwood with cross

board and face veneer or plywood face panels with french

polish including anodised SS butt hinges with necessary screws. 2.31 SqMt 1811.62

(B) Non-decorative type and block board core anodised

alluminium butt hinges in flush door shutters (2) 35 mm thick.

[25]• Providing and fixing window having extruded aluminum

Colour anodized section frame main outer size 63.50 x 38.10 x

1.95 mm (of Jindal Section no:4605,@ Wt 1.094 Kg / Rmt),

horizontal two track member size 61.85 mm x 31.75 mm x

1.20mm (of Jindal Section no: 8687 @ wt.of 0.695 Kg/mt),

vertical member of size 61.85 mm x 31.75mm x 1.30 mm

,vertical member of size 40mm x 18mm x 1.29mm (of Jindal

Section no:8947 @ wt.of 0.456Kg/mt/ Section 8948, @ Wt.

0.457 Kg/mt) with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures

and transparent silicon sealant glass fixing to frame as per

details etc complete for window.

[26]• Providing and laying empty cement bags with good selected

earth including stitching and laying as and where required. 3168.00 nos 25.90

(Polywoven bag of 50 kg Capacity) (For coffer dam)

[27]• Dewatering by Machinery: Dewatering during excavation of

canals, drains, foundation trenches etc. by using pumps of

suitable capacity either diesel or electric driven including cost of 2240.00 Hp/Hr 53.80

labour, pipes etc. for delivery distance beyond 100 m.

(ByMachinery) ( for cofferdam)

[28]• Drilling holes 35mm dia.Staggered in all formations including

rock for low pressure grouting as per pattern shown on the

Rupees One Crores Ten Lacs Forty Thousand Three Hundred Ninety Seven and Thirty Four Paisas 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._______________________

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 be made.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 Deputy Executive Engineer Executive Engineer

Clerk Panchayat Irri. Sub Division S.K. Panchayat Irri. Division

Vadali Himatnagar