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. 11215.00 SqMt 4.900

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] 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 6951.00 Sqmt 339.800

panelling complete for all leads and lifts.

230 MM THICK

[5] 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 4.00 Nos 3103.000

40cm x 75cm including painting existing data on the board

etc. complete as directed.

[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 24.00 Rmt 719.500

specified location etc. complete.

[7] 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 213.00 Rmt 2708.800

specifications including 3 coats of oil painting to steel work

and as directed etc. complete. ( B ) Four rows

[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 vibrator, 200.89 Cum 3346.000

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement.

(a) C. C. Nominal Mix, M-10 and MSA-40 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 vibrator, 1375.47 Cum 4296.000

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] Providing and fixing guard stone / boundary stone of size

20cm x 20cm x 75cm including white washing in two coats. 74.00 Nos 95.600

[11] Constructing 1 m. wide steps in brick/ stone masonry in c.m.

1 :5 dam slopes as per approved drawing including

excavation etc. complete for zero leads and lifts. (a) Using

bricks works.

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

& other allied miscellinious activites for restoration and 150.00 Hr 1769.000

strengthing.

[13] 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 897.22 Cum 102.400

500 m and all lift. (BY MACHINERY)Excluding dewatering

[14] Clearing the silt from the drain bed by digging the same to the

required bed level and gradient including depositing the

excavated earth regularly in spoil bank for utilizing the same

preparing the banks after breaking clods as and where 582.40 Cum 41.300

directed for lead upto 50 m. and all lifts. FOR MAIN, LATERAL

& SUB-LATERAL DRAINS. (BY MACHINERY)

[15] Dismantling the existing foundation concrete including

sorting out the dismentalled stuff and stacking the useful

material, removing the debris and making good the damages 169.60 Cum 1155.200

etc. complete as and where directed. Cement Concrete

[16] Providing & Placing in position reinforcement bars including

cutting, bending, welding joints where necessary, hooking

etc. complete as per drawing for all lead and lifts. 11.83 MT 82019.000

TMT / CRS (FE 500 D)

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

rock for low pressure grouting as per pattern shown on the 612.00 Rmt 512.300

drawing. For 0 to 10 m

[18] Dismantling the existing stone masonry including sorting out

and stacking the useful material and removing the debris and

making good the damages etc. complete as directed. In 122.01 Cum 750.900

Cement Mortar

[19] Dismentling steel work including distempering and stacking

the materials with all lead and lift. 209.52 KG 3.590

[20] 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 4.00 Rmt 2857.700

and levels, curing etc. complete for all leads and lifts. (S -

8c.)NP-3 class 900 mm dia pipe.

[21] Providing fabricating and erecting in position service gate

and emergency gate including finishing, hoisting

arrangement embaded parts as per approved design and

drawing with painting as directed etc. complete.

[22] 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 1.00 Nos 245128.000

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.

[23] Providing and laying uncoursed rubble masonry in ordinary

portland cement mortar 1:5 proportion in foundation 4.44 Cum 3555.500

including curing etc. complete for all leads and lifts.

[24] Providing and fixing M. S. steel grill with angle frame for head

regulator including fixing arrangement supports. etc. as per

design, oil painting with one coat of primer and two coat of 0.41 MT 71013.000

approved oil paint etc. complete

[25] Providing and placing in position FE 500D TMT bar

reinforcement including cutting, bending, hooking, and tying

complete as per detailed drawing.(B) T-Beam and Deck slab 0.61 MT 73248.000

type of superstructure (I) Deck slab (II) Main and cross

[26] Providing and laying burnt brick masonry for superstructure

with ordinary portland cement mortar 1:5 proportion

including providing scaffolding racking out joints curing etc. 9.20 Cum 5371.100

complete for all leads and lifts. (Conventional Bricks)

[27] 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 1.89 SqMt 1779.970

screws. (B) Non-decorative type and block board core

anodised alluminium butt hinges in flush door shutters (2)

[28] Providing and fixing window having extruded

aluminum Colour anodized section frame main outer size

63.50 x 38.10 x 1.95 mm, horizontal two track member

size 61.85 mm x 31.75 mm x 1.20mm, vertical member of

size 61.85 mm x 31.75mm x 1.30 mm with sliding

shutters of horizontal member size 40mm x 18mm x

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

1.29mm 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.

[29] Providing20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 83.80 SqMt 302.780

8mm thick finishing coat of C.M. 1:1 (1-cement : 1- sand) etc.

[30] 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 28.00 Nos 386.700

same with two coats of oil paint etc. complete.

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

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

[32] 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 labour, pipes etc. for delivery distance beyond

m. (ByMachinery) (For cofferdam)

[33] Box cutting the road surface to proper slope and camber for

making a base for road work including removing the

excavated stuff and depositing on the road side slope as 357.00 Cum 102.830

directed upto 50Mt.lead.

[34] Providing & Laying compacted W.B.M. 150 mm thick of

machine crushed B.T. metal of size 40 mm to 63mm with

using 25% stone screening as filler and binding material

Cum/10 Sqm. Including spreading watering & consolidation

by vibratory roller etc. complete.

Rupees One Crores Fifty Seven Lacs Sixty One Thousand Seven Hundred Thirty Three and Fifty Eight 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.

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 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. : MI

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

Signature of the contractor Sub Divisional Deputy Executive Enginee Executive Engineer

Clerk Panchayat Irrig. Sub S.K. Panchayat Irrigation

Division Idar Division

Himatnagar