Construction of boundary wall for protection of Defence land at Yamunanagar, Haryana.

BILL OF QUANTITY

SL Item DESCRIPTION UNIT Rate Qty Amount (Rs.)

(A) CIVIL WORK

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

2.6 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and

1 disposal of excavated earth lead upto 50 m 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.

2 2.8.1 All kinds of soil.

3 2.25 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, Cum 253.95 2266.05 5,75,463.40

lead up to 50 m and lift upto 1.5 m.

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

and shuttering - All work up to plinth level :

4 4.1.8 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 6326.05 182.66 11,55,516.29

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.

Digitally signed by OM

PRAKASH 18:57:35 IST

SL Item DESCRIPTION UNIT Rate Qty Amount (Rs.)

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 7997.30 341.18 27,28,518.81

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 10080.15 123.98 12,49,737.00

7 5.35 Add for using extra cement in the items of design mix over and above the specified cement content Quintal 688.45 46.52 32,026.69

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 1176.32 3,62,247.74

9 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 608.35 1182.52 7,19,386.04

10 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 804.25 1224.00 9,84,402.00

11 5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, Sqm 307.95 728.76

bands, copings, bedplates, anchor blocks and the like 2,24,421.64

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 6658.25 127.49 8,48,860.29

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 :

13 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 8288.35 554.10 45,92,549.87

5.22 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-500D or more. Kg 89.65 34012.09 30,49,183.87

SL Item DESCRIPTION UNIT Rate Qty Amount (Rs.)

5.22A 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-500D or more. Kg 89.65 10944.17 9,81,144.84

10.25 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 :

13.5 15 mm cement plaster of mix :

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

20 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior Sqm 166.85 5872.29

primer applied @ 2.20 kg/10 sqm) 9,79,791.59

13.52 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.

Total Amount (DSR Items): (A) 2,17,32,230.38

Total Amount (DSR Items): (A) 2,17,32,230.38

SL Item DESCRIPTION UNIT Rate Qty Amount (Rs.)

NON DSR ITEMS (MR)

22 NS-1 Topographical Survey -New Site :- *Surveyed site plan including topographycal survey on a suitable

scale including details of existing unnderground 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/ levelling data is provided in XYZ format at

maximum 5 meter intervals. * The contour map is provided at suitable intervals for proper

interprepation/ evaluation of the site condition. * taking levels of existing roads and alignment *

Picking of all natural and manmade datails if any like trees (types of tree, girth of trees) * HT/ LT

electrical lines, electrical poles, light poles, transformer if any to be shown in the contour plan. * Acre 1660.68 34.23 56,845.08

Nalla, sump, open well, bore well culverts, manholes with invert levels etc to be shown in the plan. *

Furnishing levels of out side the boundary i.e. at source of water supply and location of disposal

point of sewerage. * Preparation and submission of topographical survey drawings, Allignment of

Boundary wall, Marking of Boundarywall layout on the drawing, Contoring, site leveling plan etc as

per Engineer-in charge in 6 nos coloured drawings and soft copy of the same. Payemnt shall be

release after satisfactory of completion of survey and submission of report.

23 NS-2 Soil Investigation-New Site :- Construction of 150 to 250 mm dia bore hole in normal soil as IS code

and carrying out satandard 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, 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 Each 13842.7 15.00 2,07,640.50

selected undisturbed and disturbed samples in accordance with relevent 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 coloured & Preperation of DPR.Payemnt shall be release after

satisfactory of completion of survey and submission of report.

Total Amount (Non DSR Items) (MR): (B)

Total Amount (Non DSR Items) (MR): (B)

Grand Total (DSR+NDSR) (A+B) 2,19,96,716.00

Grand Total (DSR+NDSR) (A+B) 2,19,96,716.00