Construction of boundary wall for protection of Defence land at Tanda, Hoshiarpur, Punjab.

Bill of Quantities

SL ITEM No. DESCRIPTION UNIT Rate Qty Amount (Rs.)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual mean over areas (exceeding 30 cm in

2.6 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

1 and lift upto 1.5 m, as directed by Engineer-in-charge.

2.8 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 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 foundations etc. in layers not exceeding

20cm in depth, consolidating each 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)

DESIGN MIX CONCRETE

5.33 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, finishing and reinforcement as per

direction of the engineer-in-charge; for the following grades of concrete.

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.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 7997.3 346.16 27,68,375.76

5.33.2 All works above plinth level upto floor V level

6 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 10080.15 141.93 14,30,683.25

Digitally signed by OM

PRAKASH 11:47:26 IST

SL ITEM No. DESCRIPTION UNIT Rate Qty Amount (Rs.)

7 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. Quintal 688.45 161.07 1,10,889.47

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

8 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 307.95 1217.86 3,75,039.99

9 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 608.35 1060.72 6,45,289.01

10 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 804.25 1347.71 10,83,894.16

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings,

bedplates, anchor blocks and the like

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

12 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6658.25 125.67 8,36,717.31

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

6.4 designation 7.5 in superstructure above plinth level up to floor V level in

all shapes and sizes in :

13 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 8288.35 480.31 39,80,954.80

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete upto plinth level.

14 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500. Kg 89.65 34613.07 31,03,061.73

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete above plinth level.

15 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500. Kg 89.65 12229.63 10,96,386.33

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer using structural steel etc. as required.

16 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 142.30 2000.00 2,84,600.00

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

13.4 12 mm cement plaster of mix :

SL ITEM No. DESCRIPTION UNIT Rate Qty Amount (Rs.)

13.5 15 mm cement plaster of mix :

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 and applied as per manufacturer's

specifications including appropriate priming coat, preparation of surface, etc. complete.

Total Amount (DSR Items): (A) 2,18,18,969.00

Total Amount (DSR Items): (A) 2,18,18,969.00

NON DSR ITEMS (MR)

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

22 NS-1 structures, fencing boundary walls/lines, gates, drains etc. Preparing the contour plan at suitable contour intervals, Acre 1660.68 33.27 55,250.82

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 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 Amount (Non DSR Items) (MR): (B) 1,65,992.00

Total Amount (Non DSR Items) (MR): (B) 1,65,992.00

Grand Total (DSR+NDSR) (A+B) 2,19,84,961.00

Grand Total (DSR+NDSR) (A+B) 2,19,84,961.00