Construction of Additional Work at Shivpuri Institute Of Technology, Shivpuri, M.P.

BILL OF QUANTITIES FOR ADDITIONAL WORKS

DSR 2018/ TOTAL RATE DSR

S. No. DESCRIPTION OF ITEM UNIT AMOUNT

NDSR QTY 2018

BUILDING CIVIL WORK

1.0 2.0 EARTH WORK

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

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

including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m,

as directed by Engineer-incharge.

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

1.2 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited Cum 731.00 219.65 160564.15

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

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

1.3 2.25 (a) transport upto a lead of 5km also including ramming and watering of the earth in Cum 310.00 323.90 100409.00

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

2.0 4.0 CONCRETE WORKS

CEMENT CONCRETE (CAST IN SITU)

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)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse

sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick

2.2 4.17 bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and Sqm 250.00 614.05 153512.50

grouted with fine sand, including necessary excavation, levelling & dressing &

finishing the top smooth.

3.0 5.0 REINFORCED CEMENT CONCRETE WORK

DESIGN MIX CONCRETE

SHUBHAM Digitally signed by

GOEL 12:52:49 IST

DSR 2018/ TOTAL RATE DSR

S. No. DESCRIPTION OF ITEM UNIT AMOUNT

NDSR QTY 2018

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.

3.3.1 5.33.1 a) All works upto plinth level

3.3.1.1 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 123.00 7997.30 983667.90

3.3.2 5.33.2 b) All works above plinth level upto floor V level

3.3.2.1 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 50.00 9400.85 470042.50

3.2 5.9 Centering and shuttering including strutting, propping etc. and removal of form for

3.3.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 349.00 284.85 99412.65

3.3.2 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 225.00 552.05 124211.25

3.3.3 5.9.6 Columns, Pillars, Piers, Abutments, Posts and struts. Sqm 206.00 733.70 151142.20

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

in position and binding all complete upto plinth level & Superstructure.

3.4.1 5.22.6 Thermo-Mechanically corrosion resistant Treated bars of grade Fe-500D or more. Kg 15790.00 83.50 1318465.00

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

in position and binding all complete upto plinth level & Superstructure.

3.5.1 5.22.6A Thermo-Mechanically corrosion resistant Treated bars of grade Fe-500D or more. Kg 12801.00 83.50 1068883.50

4.0 6.0 MASONARY WORK

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

7.5 in foundation and plinth in:

4.1.1 6.1.2 a) Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 9.00 6157.45 55417.05

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 :

4.2.1 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 125.00 7590.45 948806.25

5.0 8.0 CLADDING WORK

DSR 2018/ TOTAL RATE DSR

S. No. DESCRIPTION OF ITEM UNIT AMOUNT

NDSR QTY 2018

Mirror polishing on marble work / Granite work/stone work where ever required to give

high gloss finish complete.

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre

height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1

cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement

: 2 stone dust) with an admixture of pigment matching the stone shade : (To be

secured to the backing and the sides by means of cramps and pins which shall be

paid for separately) :

5.2.1 8.14.1 Red sand stone - exposed face fine dressed with rough backing.

6.0 9.0 WOOD WORK

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S.

6.1 9.48 flats, square or round bars etc. including priming coat with approved steel primer all

6.1.1 9.48.1 Fixed to steel windows by welding Kg 14973.00 165.30 2475036.90

Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge

6.2 9.134 with wire of dia 0.5 mm and average width of aperture 1.4mm in both directions for

doors, windows and clerestory windows with necessary screws :

6.2.1 9.134.2 30 mm thick shutters

6.2.1.1 9.134.2.2 With ISI marked stainless steel butt hinges of required size

7.0 10.0 STEEL WORK

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

7.1 10.25 in position and applying a priming coat of approved steel primer using structural steel

etc. as required.

7.1.1 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 5162.00 131.00 676222.00

8.0 11.0 FLOORING AND STONE WORK

KOTA STONE FLOORING

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 STONE FLOORING

DSR 2018/ TOTAL RATE DSR

S. No. DESCRIPTION OF ITEM UNIT AMOUNT

NDSR QTY 2018

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement

mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.

8.3 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. Metre 2135.00 148.10 316193.50

Extra for Kota stone/ sand stone in treads of steps and risers using single length up to

Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat

10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided),

including necessary welding and applying a priming coat of approved primer on

exposed surface etc. complete.

Providing and laying Polished Granite stone flooring in required design and patterns,

in linear as well as curvilinear portions of the building all complete as per the

architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base

8.6 11.56 of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry

and pointing with white cement slurry admixed with pigment of matching shade

including rubbing, curing and polishing etc. all complete as specified and as directed

by the Engineer-in-Charge.

8.6.1 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent Sqm 768.00 3526.60 2708428.80

9.0 12.0 ROOFING

Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any

pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I

plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc.

The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating

minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and

hot cured. They shall be of uniform pigmentation and thickness without air pockets

and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or

translucent, clear or pigmented, textured or smooth as specified.

10.0 13.0 FINISHING WORK

CEMENT PLASTER (IN FINE SAND)

10.1 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :

CEMENT PLASTER (IN COARSE SAND)

10.2 13.6 20 mm cement plaster of mix :

DSR 2018/ TOTAL RATE DSR

S. No. DESCRIPTION OF ITEM UNIT AMOUNT

NDSR QTY 2018

10.3 13.45 Finishing walls with textured exterior paint of required shade :

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming

coat of exterior primer applied @ 2.20kg/10 sqm

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

10.1.1 13.61.1 a) Two or more coats on new work Sqm 605.00 121.55 73537.75

11.0 16.0 ROAD WORK

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne

capacity after excavating earth to an average of 22.5cm depth, dressing to camber

and consolidating with road roller including making good the undulations etc. and re-

rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Extra for compaction of earth work in embankment under optimum moisture conditions

to give at least 95% of the maximum dry density (proctor density).

11.3 16.3 Supplying and stacking at site.

11.3.1 16.3.2 63 mm to 45 mm size stone aggregate Cum 84.00 1535.65 128994.60

11.3.2 16.3.3 53 mm to 22.4 mm size stone aggregate Cum 84.00 1749.75 146979.00

11.4 16.21 Engraving letters in hard stone 200.00 8.20 1640.00

CONCRETE PAVEMENTS

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm

11.5 16.42 nominal size) in pavements, laid to required slope and camber in panels as required Cum 73.00 6840.85 499382.05

including consolidation finishing and tamping complete.

DSR 2018/ TOTAL RATE DSR

S. No. DESCRIPTION OF ITEM UNIT AMOUNT

NDSR QTY 2018

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/

runways, using cement content as per design mix, using coarse sand and graded

stone aggregate of 40 mm nominal size in appropriate proportions as per approved &

specified design criteria, providing dowel bars with sleeve/ tie bars wherever required,

laying at site, spreading and compacting mechanically by using needle and surface

vibrators, levelling to required slope/ camber, finishing with required texture, including

11.6 16.43 steel form work with sturdy M.S. channel sections, curing, making provision for

contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep)

by groove cutting machine, providing and filling joints with approved joint filler and

sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers,

sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement

content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design

mix is payable/ recoverable separately.

Cement concrete manufactured in automatic batching plant (RMC plant) i/c

transportation to site in transit mixer

Extra for providing and mixing hardening compound of approved quality as per

manufacturer’s specification in cement concrete.

Providing and filling in position rubberized bitumen hot sealing compound for sealing

11.8 16.46 of expansion joints in roads / pavements all complete as per direction of the Engineer-

11.8.1 16.46.1 Using grade 'A' sealing compound conforming to IS: 1834. per cm width per 50.00 3.30 165.00

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm

dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre

length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00

m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples

11.9 16.53 and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to Metre 177.00 290.80 51471.60

angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed

tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm

with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C.

blocks shall be paid separately)

DSR 2018/ TOTAL RATE DSR

S. No. DESCRIPTION OF ITEM UNIT AMOUNT

NDSR QTY 2018

Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick

aluminium sheet, face to be fully covered with high intensity encapsulated type heat

activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue

and silver white or other colour combination including subject matter, message

(bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an

adhesive backing which shall be activated by applying heat and pressure conforming

to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium

alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm

along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size

35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm

welded with base plate of size 100x100x5 mm at the bottom end and including making

holes in pipes, angles flats, providing & fixing M.S. message plate of required size,

steel work to be painted with two or more coats of synthetic enamel paint of required

shade and of approved brand & manufacture over priming coat of zinc chromate

yellow primer (vertical MS-Tee support to be painted in black and white

colours).Backside of aluminium sheet to be painted with two or more coats of epoxy

paint over and including appropriate priming coat including all leads and lifts etc.

complete as per drawing , specification and direction of Engineer-in-charge.

Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750

Cautionary /warning sign boards of equilateral triangular shape having each side of

900 mm with support length of 3650mm

Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified

shade/ colour using hot thermoplastic material by fully / semi automatic thermoplastic

paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank

11.11 16.62 heater and profile shoe heater, driven by experienced operator on road surface Sqm 40.00 607.30 24292.00

including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil,

grease and foreign material etc. complete as per direction of Engineer-in-charge and

accordance with applicable specifications.

Providing and laying at or near ground level factory made kerb stone of M-25 grade

cement concrete in position to the required line, level and curvature, jointed with

cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without

11.12 16.69 grooves (thickness of joints except at sharp curve shall not to more than 5mm), Cum 4.00 8376.15 33504.60

including making drainage opening wherever required complete etc. as per direction

of Engineer-in-charge (length of finished kerb edging shall be measured for payment).

(Precast C.C. kerb stone shall be approved by Engineer-in-charge).

DSR 2018/ TOTAL RATE DSR

S. No. DESCRIPTION OF ITEM UNIT AMOUNT

NDSR QTY 2018

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from

batching plant. The ready mixed concrete shall be laid and finished with screed board

vibrator , vacuum dewatering process and finally finished by floating, brooming with

11.13 16.75 wire brush etc. complete as per specifications and directions of Engineer-incharge. Cum 110.00 8663.05 952935.50

(The panel shuttering work shall be paid for separately). (Note:- Cement content

considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix

is payable/ recoverable separately).

Construction of granular sub-base by providing close graded Material conforming to

specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by

tippers to work site, for all leads & lifts, spreading in uniform layers of specified

thickness with motor grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per specifications and directions of

Engineer-in-Charge.

With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR

Construction of dry lean cement concrete sub base over a prepared sub-grade with

coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per specifications, cement content not to be less than 150

11.15 16.80 Kg/cum, optimum moisture content to be determined during trial length construction, Cum 73.00 3881.85 283375.05

concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-

10 tonne vibratory roller, finishing and curing etc. complete as per direction of

Engineerin-charge.

Providing and placing in position 100 mm thick factory made machine batched &

machine mixed Precast RCC Rectangular Covers on drains of footpath of various

sizes, of M-25 grade cement concrete for RCC work, including cost of centering,

shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm

11.16 16.93 c/c on both ways , neat cement punning on finished surface, properly encased on all Sqm 12.00 2525.35 30304.20

edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat ,

reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia

bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as

per direction of Engineer-in-Charge.

12.0 19.0 DRAINAGE

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars

12.1 19.6 jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine

sand) including testing of joints etc. complete :

DSR 2018/ TOTAL RATE DSR

S. No. DESCRIPTION OF ITEM UNIT AMOUNT

NDSR QTY 2018

Total Amount A 18571176.00

Total Amount A 18571176.00

Less Cost Index @ 17% on DSR 2018 Itmes on A B 3157100.00

Total Amount (A-B) C 15414076.00

Total Amount (A-B) C 15414076.00

ADD GST @ 18% on C D 2774534.00

Total Amount (C+D) E 18188610.00

Total Amount (C+D) E 18188610.00

13.0 CIVIL WORK - NDSR

Granite stone slab 15-18 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

13.1 NS-1 with cement slurry and pointing with white cement slurry admixed with pigment of Sqm 199.00 3664.00 729136.00

matching shade, including rubbing, curing and polishing etc. all complete as specified

and as directed by the Engineer-in-Charge.

TOTAL AMOUNT NDSR F 729136.00

TOTAL AMOUNT NDSR F 729136.00

GRAND TOTAL AMOUNT (DSR +NDSR) (E+F) 18917746.00

GRAND TOTAL AMOUNT (DSR +NDSR) (E+F) 18917746.00