Replacement of Rubble Pitching on the Upstream (U/S) Slopes of the Saddle Dam & Bank Protection Work at Box Culvert of Madhuban Dam of DamangangaReservoirProject..

Sr. No. Quantity Unit Rate Amount

(with brief specification and reference to book of specifications)

Item No.1 Dismentalling the existing 45 Cm thickness Rip rap rubble pitching of upstream

slope of dam Without damaging the Filter backing and stacking the dismentalled

materials & Extra Labour Charges For stacking The useful materials at Site as 1800.000 Sqmt 144.78

and where directed including cleaning the slope for all leads and lifts.

Item No.2 Dismentalling the existing brick masonry including sorting out and stacking the

useful materials and removing the debries and making good the damage etc. 23.40 Cum. 757.40

complete as directed.

Item No.3 Dismentalling the existing foundation concrete including disposing the

dismentalled stuff including sorting out and stacking the useful materials and

removing the debries and making good the damage etc. complete as directed. 6.50 Cum. 1165.20

Item No.4 Excavation in all sorts of soil and soft murum for trenches and pits including

disposing off the excavated materials as and where directed within lead of

meter and all lifts etc.complete.

Item No.5 Labour Charges for laying Rip-rap pitching on upstream slope of dam including

hand packing, trimming of slope etc. complete with all leads and lifts for following 1080.00 Sqmt 131.22

thickness.(a) For 45 cm thickness

Item No.6 Providing and laying rubble rip rap on upstream slope of dam including hand

packing, trimming of slope etc. complete with all leads and lifts for following

thickness. 960.00 Sqmt 470.60

6(B) For 45 cm thickness

Item No.7 Conveyance of unusable rubble stone / boulder generated from upstream and

downstream slopes to the approved disposal site within 1.0 km lead by tractor-

trolley, including mechanical loading by hydraulic excavator / loader, unloading 324.00 Cum. 73.70

at disposal site, incidental handling, fuel, operator, labour, supervision, and all

other charges complete as directed.

Item No.8 Providing and laying Plain/Reinforced cement concrete of cement, sand and metal

(above 12mm & upto 20mm size) in following proportion laid in situ including

centering,shuttering, temping, smooth finishing, curing etc. complete as directed

for all leads and lifts(Manually With Conventional Mixer) 43.60 Cum. 4057.90

Item No.9 Provide, supplying & laying Precast Concrete Drain Of Inner Size of 300 X

mm, Before laying drain, provide bedding layer of Mortar of 1:3 proportion of

uniform depth of 20 cm & Filling The joints between the 2 drain including 311.20 Rmt 1771.20

Transportation, Loading-unloading of Drain & etc. all Compelete as per direction

Of Engineer-In-Charge.

Item No.10 Supplying & Laying trap Rubble Stone 1 to 1.5 tone in weight for toe & core

filling including conveying and stacking to required line, level, slope section

including all leads & lifts conveying materials from stacks and laying etc. 125.00 Cum 1345.59

completely.

Item No.11 Supplying and laying mechanically woven double twisated Hexagonal Zn+ PVC

coated box wire mesh gabions Size 1m x 1m x 0.50m filled with 15 to 40 kg. trap

rubble stone (approximate 0.75) tone with mesh size 10x12 cm including packing,

interlocking of stones & fusing top of gabion & tying to each other & laying to the 90.00 No. 1779.00

required line, level slope with all leads & lifts as directed etc. comp. (Considering

lead of 45 km for rubble materials)

Item No.12 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 panneling complete for all leads and lifts.(a) 300mm 460.00 Sqmt 455.50

thick Rubble stone pitching.

Sign Of The Contractor Sign Of The Executive Engineer

Description of Item

Sr. No. Quantity Unit Rate Amount

(with brief specification and reference to book of specifications)

Item No.13 Providing and laying pucca rubble pitching laid in cement mortar 1:4 proportion

with the surface pointed with cement mortar of 1:3 proportion for following

thickness including curing etc. complete for all leads & lifts. 534.00 Sqmt 1620.40

(b) 30 cm thickness.

In Words (Rs. Thirty Lac Fourty Thousand One Hundred Fifty Nine and Paise Ninteen Only) Total Rs.=

(A) Percentage Rate Tender (Upto INR 50Cr.)

I/We am/are willing to carry out the work at _____________ % above/below percent(Should be written in figures and words) of the

estimated rate mentioned above. Amount of my /our tender works out as under.

Estimate Amount Estimate Amount

put to tender Rs.3040159.19 put to tender Rs.3040159.19

Deduct___________ % below Add___________ % Above

( If any) ______%

Net ( in Figure)___________ Net

( In words) ________________ ( In words) ________________

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

Deputy Executive Engineer Divisional Accountant Executive Engineer

Damanganga Dam & Reha Sub Dn. Damanganga Project Div No.1 Damanganga Project Div No.1

Madhuban Colony Madhuban colony Madhuban colony

Sign Of The Contractor Sign Of The Executive Engineer