Construction of compound wall and stone pitching work at Reservoir of Halol (Exp.) & Maswad Industrial Estate.

It. No. Description Qty Unit Rate Amount

1 Clearing and grubbing land including uprooting 0.05 Hect. 28393.04

rank vegetation grass bushes, shrubs, sapling and

tree girth up to 300 mm removal of stumps of tree

cut earlier and disposal of unserviceable materials

with all lead and lift © by mechanical means in

area of light jungle.

2 Excavation for foundation up to 1.5 m depth incl. 277.00 Cumt. 117.08

sorting out & stacking of useful material incl.

dressing of sides & ramming of bottom incl.

sorting, pumping out water if required with all

required lead & lift etc. complete.

3 Excavation for foundation from 1.5 to 3.00 mtr. 183.00 Cumt. 129.81

depth incl. sorting out & stacking of useful

material incl. dressing of sides & ramming of

bottom incl. sorting, pumping out water if

required with all required lead & lift etc. complete.

4 Providing & laying CC 1:3:6 (1- cement : 3 -coarse 83.00 Cumt 3380.86

sand : 6- M/c stone aggregate 40-20 mm nominal

size) in foundation concrete incl. machine mixing,

ramming, consolidation & curing etc. complete

incl. cost of form work if required etc. complete at

5 Providing and laying controlled cement concrete

M-200 for RCC work as per detailed drawings

including centering, shuttering, machine mixing,

vibrating, scaffolding, curing, centering having

double or more height wherever required &

finishing etc. but excluding cost of reinforcement

etc. complete at all levels for (Only fresh ply shall

(A) : FOOTING 163.00 Cumt 4301.31

(B) : COLUMN 19.00 Cumt 8246.32

(C) : PLINTH BEAM 14.00 Cumt 5512.85

(D) : COPPING 5.00 Cumt 4784.79

(E) : Wall 114.00 Cumt 6311.52

6 Providing Thermo Mechanically Treated bars 27460.00 Kgs. 76.21

(TMT bars) FE - 500D/500 for RCC work

including cutting, bending, binding, hooking, tying

and placing in position as per detailed drawings

incl. cost of binding wire etc. complete at all levels.

7 Brick work using common burnt clay building

bricks of 2ndclass having crushing strength not

less than 35 kg/cm2 for foundation & plinth and

superstructure up to two floor level in C.M. 1:6 (1-

cement : 6-coarse sand) incl. racking out joints

20mm deep to expose faces & the joints should be

struck flush to expose faces incl. Curing,

scaffolding etc. complete.

(A) Between GL to Road level 72.00 Cumt 4021.02

(B) Super structure up to floor two level 43.00 Cumt 4289.33

8 P/L 20mm thick sand faced plaster on wall upto 1157.00 Sqm 329.29

any height consisting of 12mm thick backing coat

of cement mortar 1:3 (1-cement, 3 sand) & 8mm

thick finishing coat of cement mortar 1:1 (1-

cement, 1-sand) etc. complete.

9 External wall painting (one coats pf priming coat 1157.00 Sqm 134.84

+ two coats of paint) with APEX exterior paint of

Asian paints or equivalent of required shade or

equivalent including a priming coat of primer of

approved brand and manufacture on wall & any

other surfaces to give an even shade after

thoroughly brushing the surface & making the

surface free from mortar droppings and other

foreign matter and sand papered smooth incl.

filling the all small holes, cracks, open joints,

undulations and similar other minor defects of

every kind with ready made putty of approved

brand and manufacture and rubbed smooth with

sand paper incl. nece. scaffoldings etc. complete at

all floor levels

10 Supplying and fixing reinforced concrete heavy 300.00 Rmt 3446.50

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal diameters. (v)

11 Providing panel wall for dry stone pitching (20 cm 340.00 Cumt. 2524.53

thick) in uncoursed rubble masonary with had

stone of approved quality in cement mortar 1:5

incl. curing etc. completed

12 Earthwork for embankment having CBR not less 3542.500 Cumt. 303.14

than 8% & Effective CBR must be achieve 6%,

using yellow earth brought from outside having

P.I value less than 5, including carting, breaking

clods, dressing including watering rolling and

consolidation in layers not exceeding 200 mm

thickness at OMC to required dry density

including filling the depression which occur

during the process of vibratory road roller of 8 to

10 Tone etc. complete as directed by engineer in

13 Drilling of 900mm dia Horizontal borehole for 20.000 Rmt. 17384.62

storm water under the road incl all strata with

required length incl fixing of 800mm dia RCC

casing pipe with pushing etc. complete as directed

by Engineer-in-charge.

I / We agree to carry out the work at ______________________ % above the

estimated tender rates ___________________________________________

should be written in figures and words.

I / We agree to carry out the work at ______________________ % below the

estimated tender rates ___________________________________________

should be written in figures and words.

ESTIMATED AMOUNT ESTIMATED AMOUNT

Put to tender Rs. 84,34,163.85 Put to tender Rs.

Rupees in words : ___________ Rupees in words : _____________

1. (*) Please strike out whichever is not applicable. All work shall be carried out as per the

specifications of the GIDC or as directed.

2. All the columns in Schedule should be filled in ink and the total entries in the last column

should be struck by the contractor under his signature.

3. Rate quoted included clearance of site (prior to commencement of work & at, its close) in

all respect & hold good for the work under all conditions, site moisture, weather etc.

4. I/We have read the tender/general specifications/ conditions and I/We agree to follow

same and binding to me/us.

(2) Kindly read the Online uploaded B1 Agreement – Schedule - C (Pg. no.48). Following

components wise details for Time Schedule of Completion.

(See clause No. 2)

Time Schedule, for completion of different designated parts of the work and rate of

liquidated damages to be paid by the Contractor, if he fails to complete the part of work

within stipulated time limit is as detailed below.

Time Schedule of Completion

Percentage liquidated

Percentage of time of the total time limit

of work damages