Construction of boundary wall for protection of Defence land at Fatehgarh Sahib , Punjab.

Bill of Quantity

Item No Description Unit Rate Quantity Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual mean

over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)

including getting out and disposal of excavated earth lead upto 50 m and lift upto

1.5 m, as directed by Engineer-in-charge.

2.6.1 In all kinds of soil Cum 205.45 2692.39 553151.53

Earth work in excavation by mechanical means (Hydraulic excavator) /manuaI

means in Foundation trenches or drains {not exceeding 1.5 m in width or 10 sqm

2.8 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m

Filling available excavated earth(excluding rock) in trenches, plinth, sides of

2.25 ouodations etc. in layers not exceeding 2Ocm in depth, consolidating each Cum 253.95 3303.85 839012.71

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade excluding the

cost of centering and shuttering - All work up to plinth level :

1 :4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded

stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per 1S : 9103 to

5.33 accelerate / retard setting of concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of laying, curing, carriage

for all leads; but excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge; for the following grades of

Digitally signed by OM

PRAKASH 17:17:42 IST

Item No Description Unit Rate Quantity Amount

Note: Extra cement up to 10% of the minimum specified cement content in design

mix shall be payable separately. In case the cement content in design mix is more

than 1.10 times of the specified minimum cement content, the contractor shall have

discretion to either re-design the mix or bear the cost of extra cement.

All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 7997.30 577.71 4620128.98

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 350 kg/cum Cum 10080.15 195.69 1972606.73

5.9 Centering and shuttering ncIuding strutting, propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 307.95 2119.01 652549.13

5.9.5 Lintels, beams, plinth beams, girders, bressumers and canrilevers Sqm 608.35 1571.25 955869.94

5.9.6 Columns, Pillars. Piers, Abutments Posts and Struts Sqm 804.25 1308.80 1052602.40

Small lintels not exceeding 1.5 m clear span, moulding as in cornices,window sills,

string courses, bands, copings, bed plates, anchor blocks and the like

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level.

5.22.6 Thermo- Mechanically Treated bars of grade Fe-500D or more. KG 89.65 66023.41 5918998.71

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation

7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6658.25 399.91 2662680.78

Item No Description Unit Rate Quantity Amount

6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation

7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

6.4.2 Cement mortar 1: 6 (1 cement : 6 Coarse sand) Cum 8512.10 762.41 6489710.16

Steel work welded in built up sections/ ftamed work, including cutting, hoisting,

10.25 fixing in position and applying a priming coat of approved steel primer using

structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works KG 142.30 3200.00

13.4 12 mm cement plaster of mix

13.5 15 mm cement plaster of mix Sqm 339.10 4954.74 1680152.33

13.5.2 1.6(1 Cement:6 coarse sand

Extra for plastering done on moulding, cornicpc or architral including neat finish to

line and level:

13.24.1 For making pattern on top of Columns Sqm 587.20 311.62 182983.26

13.46 Finishing walls with Acry lie Smooth exterior paint of required shade

13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sq m over and including p 1497417.02

riming coat of exterior primer applied @ 2. 20 kg/10 sqm) Sqm 166.85 8974.63

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied

13.52 as per manufacturer’s specifications including appropriate priming coat, preparation

of surface, etc. complete.

13.52.1 On sleek work

TOTAL OF DSR ITEMS 33376993.00

Non DSR Items (MR)

Topographical Survey -New site :-

Item No Description Unit Rate Quantity Amount

”Surveyed site plan including topographical survey on a suitable scale including

details of existing underground services to decide on sitting of the residential

building & accurately plan it. “Identification of boundaries. * Survey is to be carried

out by using total station or other advance Technology. Survey/ leveling data is

provided in XYZ format at maximum 5 meter Intervals. Contour map is provided at

suitable intervals for proper interpretation/ evaluation of the site condition.

* taking levels of existing roads and alignment

* Picking of all natural and manmade details if any like trees (types of tree, girth of

trees) Electrical lines, electrical poles, fight poles, transformer if any to be shown in

the contour plan.

Furnishing levels of outside the boundary i.e. at source of water supply And location

of disposal point of sewerage.

” Preparation and submission of topographical survey drawings, Alignment of

Boundary wall, marking of Boundary wall layout on the drawing, Contorting, site

leveling plan etc as per Engineer-in charge in 6 nos colored drawings and soft copy

of the same. Payment shall be release after satisfactory of completion of survey and

submission of Reports

Soil Investigation-new Site :- construction of 150 to 250 mm dia bore hole in normal

soil as IS code and carrying out standard penetration test as per IS 2131- 1963

(Revised 1981) at a regular intervals of 300 meter or wherever strata change up to

refusal collection of undisturbed samples and disturbed samples as per provision of

IS specifications and then carrying out lab testing such as sieve analysis is,

atterbergs limits, natural moisture content, Bulk density, specific gravity, tri-axial

compression test, Consolidation index etc. The depth of bore considered is 10

meter approx. Only on selected undisturbed and disturbed samples in accordance

with relevant part of IS 2702 recording of water table and making recommendation

of safe bearing capacity for foundation thereof and submission of report in 3 sets in

colored & Preparation of DPR. Payment shall be release after satisfactory of

completion of survey and submission of report.

TOTAL OF Non-DSR ITEMS 612000.00

GRAND TOTAL (A+B) 33988993.00

GRAND TOTAL (A+B) 33988993.00