04 - FILLING FOUNDATION, CONCRETE WORK

NOTES :4.1 Rates include :-(a) All leads and lifts of matrerials unless otherwise specified.(b) The cost of materials in which water includes.(c) The cost of mixing motor, curing and scaffolding etc4.2 Rates do not include centring, shuttering or form work unless otherwise specified.4.3 Rates are also applicable for filling under floors.4.4 Form work of RCC will be provided by the contractor and shall be removed by him.No lead and lift of form work will be payable.4.5 For RCC work the rates includes all finishing on all exposed surface, projections etc.as per design. The resulting surface should be smooth and plain. Bottom faces of RCCslabs, lintels and chajjas etc. shall be finished with suitable thickness of 1:3 cement mortarto make surface smooth and even, where ever required. Ceiling plaster shall not be paidseparately in any case.4.6 The rate includes for centring for providing fan hooks etc. For drip course where everrequired the seperate rates will be paid.4.7 For plum concrete the plum used shall be of 150 mm maximum size rubble.4.8 For fine and coarse aggregates IS 383 - 1970 may be referred, for plain and reinforcedconcrete IS 456 - 2000 may be referred.4.9 No seperate payment for lead and lift shall be permissible unless otherwise specified.4.10 The proportion of various size of coarse aggregates in concrete is detailed below.(This quantities are for 1 cum of concrete)………………………………………………………………………………………Concrete Max size of Metal or single Size and qty TotalMix. Graded metal in cum. …………………………………. 40 mm 20 mm 10 mm ………………………………………………………………………………………C.C. 1:2:4 20 mm - 0.67 cum 0.22 cum. 0.89cum

C.C. 1:3:6 40 mm 0.65 cum 0.24 cum - 0.89cum

C.C. 1:3:6 20 mm - 0.70 cum 0.24 cum 0.94cum

C.C. 1:4:8 40 mm 0.65 cum 0.24 cum - 0.89cum

C.C. 1:5:10 40 mm 0.65 cum 0.24 cum - 0.89cum

C.C. 1:6:12 40 mm 0.65 cum 0.24 cum - 0.89cum

Lime concrete 40 mm 0.69 cum 0.50 cum - 0.94cumwith lime mortarany ratio.

Rate (Rs.) Code Description Unit

0401 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundation etc. in layers not exceeding 20cm in depthconsolidating each deposited layers by ramming and watering lead upto50m and lift upto 1.5m

cum 37.5

RES - NIC MPSU Page 1 of 404 - FILLING FOUNDATION, CONCRETE WORK

Rate (Rs.) Code Description Unit

0402 Filling foundation and around masonry work with moorum I/c ramminglayers and watering.

cum 174.9

0403 Labour only for item no.0402 cum 37.5

0404 Filling in plinth with sand under floors including watering, ramming,consolidating and dressing complete.

cum 187.0

0405 Labour only for item no. 0404 cum 31.2

0406 Filling foundation or under floor with 40mm gauge graded metal andmoorum including ramming in layers and watering.

cum 752.8

0407 Labour only for item no.0406 cum 449.3

0408 Providing and laying in foundation, plinth and under floors lime concretewith 40mm nominal size graded stone aggregates (metal) and 40% limemortar. i/c ramming in layers and curing complete excluding cost of formwork.

1195.7cumLime mortar 1:2 (1lime putty, 2sand)(a)

1137.4cumLime mortar 1:3 (1lime putty, 3sand)(b)

1190.6cumLime mortar 1:1:1 (1lime putty, 1surkhi, 1sand)(c)

1185.4cumLime mortar 1:2 (1lime putty, 2surkhi)(d)

0409 Labour only for item no. 0408 (for any proportion of lime mortar used) cum 476.4

0410 Deduct from item No. 0408 if shingles (pebbles) are used in place of40mm nominal metal.

cum 121.9

0411 Providing and laying on terrace upto floor two level lime concrete withgraded brick aggregate 25mm nominal size and 50% mortar comprisingof 1 lime putty and 2 surkhi and curing etc. complete.

cum 1248.8

0412 Labour only for item no. 0411. cum 454.4

0413 Providing and laying in foundation, plinth and under floors cementconcrete with 40mm nominal size graded stone aggregates (metal) i/cramming in layers and curing complete excluding cost of form work

2528.3cumC.C. 1:2:4 (1cement, 2sand, 4metal)(a)

1927.5cumC.C. 1:3:6 (1cement, 3sand, 6metal)(b)

1652.9cumC.C. 1:4:8 (1cement, 4sand, 8metal)(c)

1433.2cumC.C. 1:5:10 (1 cement, 5sand, 10metal)(d)

1323.3cumC.C. 1:6:12 (1 cement, 6sand, 12metal)(e)

0414 Labour only for item no. 0413 (for any proportion of cement concrete) cum 394.1

0415 Add to item No. 0413 for concrete work in super structure upto floor twolevel for wall independent pillars and like.

cum 15 % of itemno. 0414 for

each floor0416 Add to item No. 0413 and 0415 if in place of 40mm metal.

44.6cumIf 20 mm graded metal is used(a)

59.5cumIf 12 mm graded metal is used(b)

RES - NIC MPSU Page 2 of 404 - FILLING FOUNDATION, CONCRETE WORK

Rate (Rs.) Code Description Unit

0417 Extra rate for providing and fixing in position upto floor two level, unitsof precast C.C. work of any mix fixing in cement mortar 1:2 and finishingwith cement plaster 6mm thick in cement mortar 1:3 including scaffolding.

cum 1419.7

0418 Extra rate for laying cement concrete in or under water or liquid mudincluding cost of pumping and bailing out and removing slush etc.complete.

cum 60.8

0419 Extra rate for providing and mixing water proofing material in cementconcrete work in the proportions recommended by the manufacturers.

Bag 44.4

0420 Providing and laying damp proof course 50mm thick with C.C.1:2:4 with20mm size graded stone aggregate. including curing.

sqm. 163.0

0421 Applying one coat of hot bitumen (80/100) or equivalent using 1.7kg. Persqm On damp proof courses after cleaning the surface with brushes andfinally with a piece of cloth tightly soaked in kerosene oil.

sqm. 65.4

0422 Plum cement concrete 1:2:4 with 75% graded metal of 40mm size and25% plums of 150mm size.

cum 1656.2

0423 Plum cement concrete 1:3:6 with 75% graded metal of 40mm size and25% plums of 150mm size.

cum 1422.8

0424 Plum cement concrete 1:4:8 with 75% graded metal of 40mm size and25% plums of 150mm size.

cum 1238.9

0425 Providing and placing in position RCC for roof, beams, columns columnfooting lintels chhajjas, balcony, stairs etc, excluding cost ofreinforcement & centring but including finishing & curing.

3951.0cumCC 1:1:2 (1cement, 1sand, 2graded stone aggregate 20 mm nominalsize)

(a)

3104.1cumCC 1:1.5:3 (1cement, 1.5sand, 3graded stone aggregate 20 mmnominal size)

(b)

2679.9cumCC 1:2:4 (1cement, 2sand, 4graded stone aggregate 20 mm nominalsize)

(c)

0426 Labour only for item 0425. cum 539.0

0427 Add extra for labour only for additional floor or 6.m height and partthereof PCC or RCC work in item no.0426

cum 15 % of itemno. 0426 for

each floor0428 False work for lintels slabs, columns, walls, sills, chhajjas balconies,

beams, stair cases or ornamental moulded work, curved surface etc. castin situ including all lead and lift

sqm. 145.0

0429 Labour only for item no. 0428. sqm. 69.7

0430 False work for R.C.C. and P.C.C. work in plinth and foundation sqm. 114.4

0431 Labour only for item no. 0430 sqm. 48.2

0432 Deduct for mixing of cement concrete/ lime concrete without mechanicalmixer in item no. 0408, 0409, 0411 to 0414, 0420, 0422 to 0426 and 0432

cum 68.7

0433 Deduct for concrete unvibrated in item no. 0425 cum 114.4

RES - NIC MPSU Page 3 of 404 - FILLING FOUNDATION, CONCRETE WORK

Rate (Rs.) Code Description Unit

0434 Providing and laying five courses damp proofing treatment sumps,reservoirs, roof etc. consisting of 1st. 3rd and 5th courses of blown typepetroleum bitumen of I. S. grade 85/25 applied @1.6kg/sqm and 2nd and4th courses of self finished bitumen felt type 3 grade 2 (Hessian Base)with priming coat of bituminous solution applied hot at the rate ofminimum of 0.25litre per sqm including preparation of surface bygrouting cracks, providing cement concrete fellets rounding of cerlers etc.wherever required and cleaning and drying of surface before priming costis applied, complete as per direction of the engineers-in-charge.

sqm. 398.6

0435 Providing and filling in position blown bitumen in expansion joints (10cmdeep and 1cm Wide)

RM 6.6

0436 Deduct from item no 0413 if 63mm graded metal used in place of 40mmmetal

cum 18.6

0437 False work for Arches up to 6meter span. sqm. 589.1

0438 Labour only for item no. 0437 sqm. 254.4

0439 Brick bat filling in trenches or soak pits. cum 269.6

0440 Labour only for item no.0439 cum 63.6

RES - NIC MPSU Page 4 of 404 - FILLING FOUNDATION, CONCRETE WORK