Construction of Internal CC Road for SSB 8th Bn HQ at Bhinga Shrawasti Uttar Pradesh

S.No DSR item DESCRIPTION OF ITEM UNIT

Quantity RATE Amount

EARTH WORK DSR NDSR

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.

2.8.1 All kinds of soil. Cum 564.00 252.3 142297.00

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

2 2.25 not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to

Supplying and filling in plinth with sand under floors,

3 2.27 including watering, ramming, consolidating and

dressing complete. Sqm 150.00 1953.05 292958.00

Surface dressing of the ground including removing

vegetation and in-equalities not exceeding 15 cm

deep and disposal of rubbish, lead up to 50 m and lift

Clearing jungle including uprooting of rank

vegetation, grass, brush wood, trees and saplings of

girth up to 30 cm measured at a height of 1 m above

ground level and removal of rubbish up to a distance

of 50 m outside the periphery of the area cleared.

Providing and laying in position cement concrete of

4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size). Cum 287.00 5789.6 1661615.00

1:5:10 (1 cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) Cum 105.00 5520.3 579632.00

Centering and shuttering including strutting, propping

etc. and removal of form for :

Foundations, footings, bases of columns, etc. for

mass concrete. Sqm 3308 284.85 942284.00

Steel reinforcement for R.C.C. work including

straightening, cutting, bending,

placing in position and binding all complete upto

Thermo-Mechanically Treated bars of grade Fe-

Making bell mouth opening/ entrance of size

100x50x50cm for drainage pipe under footpath

including providing cement concrete 1:3:6 (1 cement

: 3 coarse sand : 6 graded stone aggregate 20mm

nominal size) for shape of bell mouth including

plastering providing and fixing precast R.C.C./

S.F.R.C. slab including plastering with cement

mortar 1:3 (1 cement : 3 fine sand) of 6 mm

thickness on exposed surface of the slab & bell

mouth including centring, shuttering & neat cement

punning inside the bell mouth etc. all complete.

Providing, laying and making kerb channel 30cm

wide and 50mm thick with cement concrete 1:3:6 (1

cement: 3 coarse sand:6 graded stone aggregate

20mm nominal size) over 75mm bed of dry brick

11 16.63 ballast 40 mm nominal size well rammed and

consolidated and grouted with fine sand including

finishing the top smooth etc. complete and as per

direction of Engineer-in-charge.

Digitally signed by RAHUL

Providing and laying 60mm thick factory made

cement concrete interlocking paver block of M -30

grade made by block making machine with strong

vibratory compaction, of approved size, design &

12 16.68 shape, laid in required colour and pattern over and

including 50mm thick compacted bed of fine sand,

filling the joints with fine sand etc. all complete as

per the direction of Engineer-in-charge.

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 grooves

(thickness of joints except at sharp curve shall not to

13 16.69 more than 5mm), 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).

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

14 16.75 finally finished by floating, brooming with wire brush

etc. complete as per specifications and directions of

Engineer-in-charge. (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). Cum 1240.00 8663.05 10742182.00

Digitally signed by RAHUL

Providing and laying in position bitumen hot sealing

compound for expansion joints etc.

Using grade 'A' sealing compound 1 cm.

Providing and laying cement concrete 1:5:10 (1

cement : 5 coarse sand : 10 graded stone aggregate

16 19.3 40 mm nominal size) up to haunches of S.W. pipes

including bed concrete as per standard design :

a 19.3.2 150 mm diameter S.W. pipe Metre 191.00 629.30 120196.00

b 19.3.4 250 mm diameter S.W. pipe Metre 255.00 861.15 219593.00

c 19.3.5 300 mm diameter S.W. pipe Metre 306.00 993.65 304057.00

Providing and laying non-pressure NP2 class (light

duty) R.C.C. pipes with collars jointed with stiff

17 19.6 mixture of cement mortar in the proportion of 1:2 (1

cement : 2 fine sand) including testing of joints etc.

Providing and laying design mix cement concrete of

M-30 grade, in roads/ tax 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 perapproved &

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

18 slope/ camber, finishing with required texture,

including 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 prepared with batch mixing

Cutting joints / groove by cutting machine for

construction & longitudinal joints (10mm wide 50mm

deep) as per direction of Engineer in-charge. RM 1150.00 25.48 29302

Total (DSR+NDSR) 22630000.00

Digitally signed by RAHUL