BILLS OF QUANTITIES
Description Unit Qty Rate (Rs.) Amount (Rs.) KG Rate KG Amount
Sl.No
1.00 CIVIL WORKS PORTION OF WORKS
1 Earth work in excavation of foundation trenches in hard soil including dressing
of sides and levelling the bed up to the required depth and depositing the
excavated materials away from the work site within 50m initial lead & 1.50m
imitial lifts with sundries & T&P required for the work complete including cost
of all labour, labour cess, T & P, sundries etc. as directed by the engineer in
charge.
1.1 A Compound wall Cum 3942 76.5 3,01,563.00 83.70 3,29,945.00
Backfilling quantity of available good earth measurement backfilling quantity in
1.2 B Cum 1300 36 46,800.00 38.15 49,595.00
item no-1
Cutting of hard rock earth upto required level Trimming bottom and side slopes
in accordance with requirements of lines, gradesand cross sections with all
1.3
tools and tackles, machinery etc. as per technical specification and as directed
by the Engineer in-charge.
1.3 A Compound wall Cum 454 355 1,61,170.00 461.60 2,09,566.00
Cutting of soft rock earth upto required level Trimming bottom and side slopes
in accordance with requirements of lines, gradesand cross sections with all
1.4 -
tools and tackles, machinery etc. as per technical specification and as directed
by the Engineer in-charge.
1.4 A Compound wall Cum 154 250 38,500.00 265.40 40,872.00
Providing annd laying plain cement concrete of proportion(1:3:6) in foundation
and floors using 4cm. Size black hard crusher broken granite stone metal and
screened and washed sharp sand for mortar of approved quality and from
approval quarry including hoisting, lowering, laying concrete,ramming,watering
2.00 -
and curing atc. complete to required levels laid in layers not exceeding 15cm.
thick in each layer including cost, conveyance,royalties,taxes of all materials
and cost of all labours,labour cess, T & P etc complete as per the directionof the
Engineer-in-charge.
A Compound wall Cum 924 4211.8 38,91,703.00 5,205.50 48,09,882.00
R.C.C. work of M25 in following works using 12 mm. to 20 mm. (1/2" to 3/4'')
size (20 mm. not ta exceed 25%) hard black crusher broken granite stone chips
of approved quality from approved quarry including hoisting, lowering, laying
and compacting concrete, watering curing, centering, shuttering and finishing
the exposed surfaces smooth with cost, œnveyance, royalties, taxes of all
3 -
materlals with all Iabour,labour cess and T & P requlred for the work
etc.complete in all respect but excluding the cost and conveyance of M.S. rods
or Tor steel and binding wire of 18 to 20 gauge and labour charges for
straightening, cutting, bending, binding and tying the grills and placing in proper
position and as per the dlrection of the Engineer-in-charge.
A BASE COLUMN -
Compound wall Cum 1242 5850 72,65,700.00 6,312.50 78,40,125.00
B PLINTH BEAM -
Compound wall Cum 3141 6248.7 1,96,27,167.00 6,633.12 2,08,34,630.00
C COLUMN & Beam -
Compound wall Cum 3764 6855.9 2,58,05,608.00 6,892.25 2,59,42,429.00
Supplying all materials, labour, T&P and providing rigid & smooth centering and
shuttering for RCC works including false wdrk and dismantling them after
casting including conveyance of all materials to worksite, payment of royalty,
4 -
taxes etc. all complete as per specification and direction of the Engineer-in-
charge
A BASE COLUMN -
Compound wall Cum 2547 5650 1,43,90,550.00 5,882.50 1,49,82,728.00
B PLINTH BEAM -
Compound wall Cum 11940 5948.7 7,10,27,478.00 6,073.50 7,25,17,590.00
C COLUMN & Beam -
Compound wall Cum 10544 6855.9 7,22,88,610.00 6,956.50 7,33,49,336.00
Supplying Cutting, straightening,coiled or bent Up M.S. Rod or tor steel of
primary steel producers such as SAIL / Tiscon / RINL (grade Fe-500) etc.
induding bending, binding, welding and jointing if necessary and tying the grills
and placing in position as required for R.C.C. Work and for providing fan hooks
as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S.
5.00 qtl 1611 6255.4 1,00,77,449.00 6,785.50 1,09,31,441.00
Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the
work for bending, binding and tying the grills in all floors with labour cess etc.
(payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel
only) etc. œmplete as per specifiœtion & direction of Engineer-in-charge.
A Compound wall -
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BILLS OF QUANTITIES
Description Unit Qty Rate (Rs.) Amount (Rs.) KG Rate KG Amount
Sl.No
Supplying and filling in foundation trenches and plinth, ditches with sand well
watered and rammed in layers not exceeding 23 cm. in depth with all lead and
Iift including cost, conveyance, loading, unloading, royalties and taxes of all
6 Cum 612.5 695 4,25,688.00 702.75 4,30,434.00
materials, cost of all labour,labour cass, sundries, T&P required for the work
etc. complete in all respect as per direction by the Engineer in charge.
A Compound wall -
Providing 16 mm thick cement plaster with cement mortar of mix (1:6)
with screened and washed sharp sand for mortar and finished smooth to
the rough surface of walls in all heights after racking out joints induding
watering and curing, rounding of conners, providing grooves where ever
7 Cum 135000 155 2,09,25,000.00 189.25 2,55,48,750.00
necessary wilh cost, conveyanœ. royalties and taxes of all materials
with cost of all Iabour,Iabour cess, T&P, and scaffolding required for the
work etc. complete in all respect as directed by the Engineer in charge.
A Compound wall -
Finishing plastered surfaces of walls with cement washing one coat using
cement induding cost, conveyance, taxes of all materials, cost of all
8 labour,labour cess, all T&P etc. required for the work complete in all respect as -
per the direction of the Engineer-in-charge
A Compound wall sqm 120000 21.53 25,83,600.00 28.15 33,78,000.00
Painting two coats to new Iron Work with approved enamel paints of approved
colour, shade over a Coat of Primer including sand papering, polishing the
surface, cost,conveyances, taxes of all materials and cost of all labour, labour
9 -
cess with T & P etc, Complete as per specification & direction of Engineer-in-
charge
A Compound wall sqm 2855.32 98.9 2,82,391.00 119.74 3,41,896.00
COMPOUNDWALL-Finishing plastered Surfaces of walls with water proofing
cement paint of approved shade on new work of two coats in all floors, all
heights with staging wherever necessary with cost, conveyance,
10 sqm 162.5 23.1 3,754.00 27.10 4,404.00
Taxes of all materials, cost of all Iabour,Iabour cess, all T&P etc. required for the
work complete in all respect as per the direction of the Engineer-in-charge
Filling in foundation and plinth with excavated material including watering and
11 ramming as per specification within a lead of 150m including re-excavating the Cum 622.5 56 34,860.00 67.86 42,243.00
deposited soil excavated earlier
supplying at site Angle iron post & strut of required size including bottom to be
split and bent at right angle in opposite direction for 10cm length and drilling
holes upto 10 mm dia. etc. complete.Steel angle 5Dx50x5. length-600mm in y -
12 RM 30000 470 1,41,00,000.00 498.50 1,49,55,000.00
shaped and fixing consentina wire along the angel post aand complete as per
the direction EIC
Supplying all materials, labour, T&P and providing rigid autodaved aerated
cement block with 200mm thick for super structure up to v-level with 1:4
cement mortar.The rate incuding suppling of cc block as per the drawings and
specification and laying as per the instruction of EIC and complete to worksite,
13 -
payment of royalty, taxes etc. all complete as per specification and direction of
the Engineer-in-charge
A Compound wall Cum 17885 4858.34 8,68,91,411.00 5,497.75 9,83,27,259.00
35,01,69,002.00 37,48,66,125.00
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