Construction of boundary wall for protection of Defence land at Lalru, Patiala, Punjab.

Bill of Quantity

S. No 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 kind of soil Cum 205.45 3982.333 818170.31

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

foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including

2.8 dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated

2 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 foundations etc.

3 2.25 in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and Cum 253.95 3172.14 805564.95

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

4.1 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) Cum 6326.05 176.13 1114207.19

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 307.95 1324.80 407972.16

6 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 608.35 2080.03 1265386.25

7 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 804.25 2049.30 1648149.53

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

Digitally signed by OM

PRAKASH 18:32:02 IST

S. No Item No Description Unit Rate Quantity Amount

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 77281.93 6928325.02

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

position and binding all complete above plinth level.

10 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. KG 89.65 32630.46 2925320.74

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 IS: 9103 to 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,

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

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 110% of the

specified minimum cement content, the contractor shall have discretion to either re-design the

mix or bear the cost of extra cement.

5.33.1 All works upto plinth level

11 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 7997.30 545.36 4361407.53

5.33.2 All works above plinth level upto floor V level

12 5.33.2.1 Concrete of M25 grade with minimum cement conteot of 330 kg/cum Cum 10080.15 229.96 2318031.29

Add for using extra cement in the items of design mix over and above the specified cement

content therein.

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

designation 7.5 in foundation and plinth in:

S. No Item No Description Unit Rate Quantity Amount

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6658.25 222.50 1481460.63

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 8288.35 752.57 6237563.56

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

16 10.25 position and applying a priming coat of approved steel primer using structural steel etc. as

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works KG 142.30 2150.00 305945.00

17 13.4 12 mm cement plaster of mix :

15 mm cement plaster on rough side of single or half brick wall of

Extra for plastering done on moulding, cornices or architraves including neat finish to line and

20 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm)

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

21 13.52 and applied as per manufacturer's specifications including appropriate

priming coat, preparation of surface, etc. complete

Total of DSR ITEMS - (A) 35542254.15

S. No Item No Description Unit Rate Quantity Amount

Carrying out Digital Topographical land survey with Total Electronic Station of high

precision, making position of each physical feature on the ground true to their position like

building, drains, manholes and sum wells, trees, transformers substation, OHT, Tube wells,

electric & Telephone poles, roads, paths existing permanent/temporary structures, fencing

boundary walls/lines, gates, drains etc. Preparing the contour plan at suitable contour

intervals, depending upon the topography of the tarrain & preparing drawing in A-1 size,

recording reduced levels at suitable intervals, points of abrupt change in levels, fixing

temporary Bench Marks (TBM) and marking them on ground with paint as required,

calculation of areas and other details of surveyed pockets.

Submission of topographical survey drawings, Alignment of Boundary wall, marking of

Boundary wall layout on the drawing, Contorting, site leveling plan etc as per instruction of

Engineer-in charge in 5 nos colored drawings and soft copy of the same. Payment shall be

release after satisfactory completion of survey and submission of Reports

Conducting SPT/DCPT at various Locations 150 to 250 mm dia bore hole in normal soil as

per IS code 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

23 NS-2 test, Consolidation index etc. The depth of bore considered is 10 meter approx. Only on Each 13842.70 7 96898.90

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 - (B) 132620.00

GRAND TOTAL (A+B) 35674874.00

GRAND TOTAL (A+B) 35674874.00