Construction of Retaining wall in front of B-9 hostel and approach to hostel B-8 and B-9 from Navalya road to hostel in South campus of IIT Mandi (HP)

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

cost of centring and shuttering - All work upto plinth level

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded

4.1.5 stone aggregate 20 mm nominal size derived from natural sources) Cum 6833.40 1.26 8610.08

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

5.9.1 Foundations, footings, bases of columns, etc for mass concrete Sqm 307.95 15.73 4844.05

Suspended floors, roofs, landings, balconies and access

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 804.25 10.80 8685.90

5.9.7 Stairs, (excluding landings) except spiral-staircases Sqm 657.75 45.28 29782.92

Digitally signed by OM

PRAKASH 15:15:14 IST

Item Code Item Description Unit RATE Qty AMOUNT in Rs.

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

5 5.22 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 1281.60 114895.44

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 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.

6.a 5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 8599.35 4.67 40158.96

6.b 5.33.2 All works above plinth level upto floor V level

5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 10221.7 15.76 161093.99

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

the specified cement content therein.

Structural steel work in single section, fixed with or without connecting

8 10.1 plate,including cutting, hoisting, fixing in position and applying a priming coat of kg 93.05 6695.94 623057.22

approved steel primer all complete.

Item Code Item Description Unit RATE Qty AMOUNT in Rs.

Structural steel work riveted, bolted or welded in built up sections, trusses and

9 10.2 framed work, including cutting, hoisting, fixing in position and applying a priming Kg 78.20 376.80 29465.76

coat of approved steel primer all complete.

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash

fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2),

10 10.27 counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve,

including drilling of hole in frame , concrete/ masonry, etc. as per direction of

Engineer-in-charge.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed

with grey cement slurry mixed with pigment to match the shade of the slab,

including rubbing and polishing complete with base of cement mortar 1 : 4 (1

cement : 4 coarse sand) :

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on

12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed

with grey cement slurry mixed with pigment to match the shade of the slabs, sqm 2038.55 14.04 28621.24

including rubbing and polishing complete.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,

channels, plates etc., including welding, grinding, buffing, polishing and making

curvature (wherever required) and fitting the same with necessary stainless steel

nuts and bolts complete, i/c fixing the railing with necessary accessories &

stainless steel dash fasteners , stainless steel bolts etc., of required size, on the

top of the floor or the side of waist slab with suitable arrangement as per

approval of Engineer-in charge, (for payment purpose only weight of stainless

steel members shall be considered excluding fixing accessories such as nuts,

bolts, fasteners etc.).

Item Code Item Description Unit RATE Qty AMOUNT in Rs.

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

14 13.52 applied as per manufacturer's specifications including appropriate priming coat,

preparation of surface, etc. complete.

15 NS-1 Rebaring of various dia of bars using Chemical HY 200

25mm dia 200mm depth rebarring with chemical. Each 1113.92 32.00 35645.44

Total Amount (A) 1688440.68

Total Amount (A) 1688440.68

II BOQ RETAINING WALL TOWARD VALLEY SIDE OF B9 HOSTEL

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

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

7 2.6 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.

Excavating, supplying and filling of local earth (including royalty) by mechanical

8 2.25 (a) transport upto a lead of 5km also including ramming and watering of the earth in Cum 368.65 20669.72 7619892.28

layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

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

cost of centring and shuttering - All work upto plinth level

1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived fromnatural sources : 3

graded stone aggregate 20 mm nominalsize derived from natural sources)

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded

stone aggregate 20 mm nominal size derived from natural sources)

Item Code Item Description Unit RATE Qty AMOUNT in Rs.

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

5.9.1 Foundations, footings, bases of columns, etc for mass concrete Sqm 307.95 30.90 9515.66

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc

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

11 5.22 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 3431.34 307619.63

Providing and fixing 110mm dia Unplasticized rigid PVC pipe of required size for

weep holes in plum concrete walls including cutting, placing and fixing in

12 NS-2 required slope all complete as per entire satisfaction and direction of Engineer -in- RMt 217.89 677.25 147566.00

charge including carriage of material within all lead and lift.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size

50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers

as required complete as per the direction of Engineer-in-charge

16.70.1 Made of G.I. wire of dia 4 mm Sqm 859.50 150.00 128925.00

Structural steel work in single section, fixed with or without connecting

14 10.1 plate,including cutting, hoisting, fixing in position and applying a priming coat of kg 93.05 3728.93 346976.94

approved steel primer all complete.

Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the

excavated soil, then returning the soil as required in layers not exceeding 20cm in

15 2.30 depth, including consolidating each deposited layer by ramming, watering etc,

disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto

2.30.1 All Kind of Soil Each 89.90 101.00 9079.90

Item Code Item Description Unit RATE Qty AMOUNT in Rs.

Painting with synthetic enamel paint of approved brand and manufacture to give

an even shade :

13.61.1 Two or more coats on new work sqm 131.45 150.60 19796.37

Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement

/ basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity

polyester core with polyethylene coating with Minimum Long Term Design

Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree

Celcius corresponding to 12 % strain .

26.18.11 Ultimate tensile strength- 800 kN/m Sqm 1094.95 5120.00 5606144.00

Providing & making Gabion structure with Mechanically Woven DoubleTwisted

Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause

2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinc

coated, Mesh wire diameter3.0 mm, mechanically edged/selvedged with

partitions at every 1m interval and shall have minimum 10 numbers of openings

18 16.94 per meter of mesh perpendicular to twist, tying with lacing wire of Cum 3727.70 3209.53 11964170.95

diameter2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders

with least dimension of 200 mm, as per drawing, all complete as perdirection of

Engineer-in-charge.

Total Amount (B) 36405416.81

Total Amount (B) 36405416.81

Grand Total (A+B) 38093857.00

Grand Total (A+B) 38093857.00