Construction of Anicut, MPT, SDS, WHS, PT

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. :

All kinds of soil

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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus xcavated soil as directed with in a lead of 50 meter.

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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus xcavated soil as directed with in a lead of 50 meter. All Kinds of Soils PWD BRS 2022 CH-B 1/ Item 1.8 M-10 grade Nominal Mix ( with graded stone aggregate 20mm nomial size )1:3:6 PWD BRS 2022 CH-B3/ Item 3.1.4

Random rubble Stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in : cement mortar 1:6 (1 cement : 6 coarse sand)

Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in Cement Mortar 1:6 ( 1-Cement : 6-Sand). PWD BRS 2022 CH-B6/ Item 6.2.6

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level: M-15 grade Nominal Mix ( with graded stone aggregate 20mm nomial size ) PWD BRS 2022 CH-B3/ Item 3.1.2

Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc complete fine finish : 20 mm thick PWD BRS 2022 CH-B 12/ Item 12.2.2

Finishing with neat cement ( punning ) PWD BRS 2022 CH-B 12/ Item 12.7 AS PER ITEM NO.7

Random rubble dry stone Kharanja under floor. PWD BSR 2022 CH-B -11 / Item 11.26

Rehanding & filling with excavated earth in 20 C.M. layer including watering & ramming ,levelling ,dressing etc. complete lead up to to 50 m. & lift up to 1.5m. R.V.P. BSR 2022 CH.5 ITEM NO. 6 As per item no.2

MISC समस्त अदर्शय, आकस्मिक एवं विविध व्यय यथा एवं अन्य सामग्री जो की विभागीय निर्देशानुसार पूर्ण करने होंगे

Clearing the area Bushes cleaning work

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including,dressing of excavated area and,dewatering wherever required,complete in all respect Hard / dense soil

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect FOR CORE Soil Hard / dense soil

collection of graded gravel / unscratched canker/ black soil for core wall gross 18x0.60x2= 21.16 Total 28.08 less 17% voides 04.77 = 23.31

Earth work in rough (borrow area) excavation for embankments in hard soil,morrum or highly weathered strata dryor moist, includin glayingin 20 cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. anddressing when compacted by vibro compactor,vibro sheep,footroller,sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m(Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With initial lead of 250 m Core wall Soil

Labour charges including watering for puddle work to obtain minimum dry

Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)

collection of graded gravel / unscratched canker / mouuram gross 15.00*13.00*0..15 = 35.1 Less- 17 % voids 5.96= 29.14

Earth work in rough (borrow area) excavation for embankments in hard soil,morrum or highly weathered strata dryor moist, includin glayingin 20 cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. anddressing when compacted by vibro compactor,vibro sheep,footroller,sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m(Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead beyond 250 m and up to 750 m (½ Km)

Labour Charges for Spreding Rubble murrum quarry rubbish, canker, coarse aggregate etc

Digging of side channel as an escape for excess flow water

MISC समस्त अदर्शय, आकस्मिक एवं विविध व्यय यथा एवं अन्य सामग्री जो की विभागीय निर्देशानुसार पूर्ण करने होंगे

Clearing the area Bushes cleaning work

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including,dressing of excavated area and,dewatering wherever required,complete in all respect Hard / dense soil

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect FOR CORE Soil Hard / dense soil

collection of graded gravel / unscratched canker/ black soil for core wall gross 18x0.60x2= 21.16 Total 28.08 less 17% voides 04.77 = 23.31

Earth work in rough (borrow area) excavation for embankments in hard soil,morrum or highly weathered strata dryor moist, includin glayingin 20 cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. anddressing when compacted by vibro compactor,vibro sheep,footroller,sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m(Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With initial lead of 250 m Core wall Soil

Labour charges including watering for puddle work to obtain minimum dry density as 90 % of M.D.D. 993.60*5% = 49.68

Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)

collection of graded gravel / unscratched canker / mouuram gross 15.00*13.00*0..15 = 35.1 Less- 17 % voids 5.96= 29.14

Earth work in rough (borrow area) excavation for embankments in hard soil,morrum or highly weathered strata dryor moist, includin glayingin 20 cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. anddressing when compacted by vibro compactor,vibro sheep,footroller,sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m(Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead beyond 250 m and up to 750 m (½ Km)

Labour Charges for Spreding Rubble murrum quarry rubbish, canker, coarse aggregate etc.

Digging of side channel as an escape for excess flow water

MISC समस्त अदर्शय, आकस्मिक एवं विविध व्यय यथा एवं अन्य सामग्री जो की विभागीय निर्देशानुसार पूर्ण करने होंगे

Earth work in hard soil mixed with boulders up to 10% with lead up to 30m and lift up to 1.5m including dag-belling, finishing of formation to required camber and grade, disposed soil to be leveled and dressed

Laying cement concrete, well mixed in cement mortar, in foundation including ramming, curing etc. complete in all respect, using stone grit 40/20mm nominal size in ratio 1:4:8

Random rubble stone masonry with hard stone in cement sand mortar including curing and mixing of mortar A. In foundation in ration 1:6

Random rubble stone masonry with hard stone in cement sand mortar including curing and mixing of mortarB. In Superstructure in ratio 1:6

25mm thick Cement Plaster on new surface of walls/Structure in two coats including smooth finishing in cement mortar (ratio 1:6) including curing etc. complete

Laying cement concrete, well mixed in cement mortar, in foundation including ramming, curing etc. complete in all respect, using stone grit 20/12mm nominal size in ratio 1:2:4 (coping)

Laying single R.R. stone pitching hand packed including filling of voids with small sotnes a. 15 cm thick

Earth work for bund/embankment in dry or moist soil with the help of tractor attached with scraper including laying in layers of 15 cm breaking of clods, sorting of grassing in required profile when compacted manually within initial lead of 30 m and lift of 1.50 m rate of tractor (35-40 Hp) with POL & scraper (Excluding charges of watering & compaction) (After deducation 17% voids) total Quantity 1020cum ii. In hard soil

Breaking of Rubble stone suitable for masonary work , size not less than 23cm and weight 37.50 kg including stacking as per direction of site incharge with lead up to 50 cm(After deducation 17% voids)(After deducation 17% voids) total Quantity 132.86cum

Collection of grit Stone aggregate graded hand broken (After deducation 9% voids) total Quantity 31.85cum B. 20 mm nominal size

Collection of sand including freeing from organic and deleterious materials and stacking as per the direction of site in charge with lead up to 50m (After deducation 11% voids) total Quantity 78.60cum A. Coarse sand

Carriage of Stone construction material by manual or mechanical transport including loading, unloading, stacking upto 5 km

Carriage of Grit construction material by manual or mechanical transport including loading, unloading, stacking upto 15 km (308.50-24.25=284.25)

Carriage of Sand construction material by manual or mechanical transport including loading, unloading, stacking upto 10 km(272.10-24.25=247.85)

Carriage of water for masonry work and concrete work including filling and emtying with lead up to 3km

Carriage of water for plaster work including filling and emtying with lead up to 3 km

Cost of Cement

Loading & unloding of cement bag

MISC समस्त अदर्शय, आकस्मिक एवं विविध व्यय यथा एवं अन्य सामग्री जो की विभागीय निर्देशानुसार पूर्ण करने होंगे

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. Hard soil mixed with Kankar / boulders, Morrum

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.In cement sand mortar 1:4

R. R. stone masonry (where 90 % stones weighing not less than 37.5 kg and no dimension to be less than 23 cm.) for foundation including all leads of all construction materials including curing etc. complete In cement sand mortar 1:4 superstrucutre

Dry stone masonry including all leads of all construction materials.

Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20MM

MISC समस्त अदर्शय, आकस्मिक एवं विविध व्यय यथा एवं अन्य सामग्री जो की विभागीय निर्देशानुसार पूर्ण करने होंगे

Clearing the area Bushes cleaning work

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including,dressing of excavated area and,dewatering wherever required,complete in all respect Hard / dense soil

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect FOR CORE Soil Hard / dense soil

collection of graded gravel / unscratched canker/ black soil for core wall gross 20x0.60x2= 24.00 Total 31.20 less 17% voides 5.30 = 25.90

Earth work in rough (borrow area) excavation for embankments in hard soil,morrum or highly weathered strata dryor moist, includin glayingin 20 cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. anddressing when compacted by vibro compactor,vibro sheep,footroller,sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m(Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With initial lead of 250 m Core wall Soil

Labour charges including watering for puddle work to obtain minimum dry density as 90 % of M.D.D. 336.00*5% = 16.80

Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)

collection of graded gravel / unscratched canker / mouuram gross 20.00*12.00*0.15 = 36.00 Less- 17 % voids 6.12 = 29.88

Earth work in rough (borrow area) excavation for embankments in hard soil,morrum or highly weathered strata dryor moist, includin glayingin 20 cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. anddressing when compacted by vibro compactor,vibro sheep,footroller,sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m(Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead beyond 250 m and up to 750 m (½ Km)

Labour Charges for Spreding Rubble murrum quarry rubbish, canker, coarse aggregate etc.

Digging of side channel as an escape for excess flow water

MISC समस्त अदर्शय, आकस्मिक एवं विविध व्यय यथा एवं अन्य सामग्री जो की विभागीय निर्देशानुसार पूर्ण करने होंगे

Clearing the area Bushes cleaning work

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including,dressing of excavated area and,dewatering wherever required,complete in all respect Hard / dense soil

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect FOR CORE Soil Hard / dense soil

collection of graded gravel / unscratched canker/ black soil for core wall gross 30x0.60x2= 36.00 Total 46.80 less 17% voides 7.96 = 38.84

Earth work in rough (borrow area) excavation for embankments in hard soil,morrum or highly weathered strata dryor moist, includin glayingin 20 cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. anddressing when compacted by vibro compactor,vibro sheep,footroller,sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m(Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With initial lead of 250 m Core wall Soil

Labour charges including watering for puddle work to obtain minimum dry density as 90 % of M.D.D. 483.00*5% = 24.15

Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)

collection of graded gravel / unscratched canker / mouuram gross 30.00*12.00*0.15 = 54.00 Less- 17 % voids 9.18 = 44.82

Earth work in rough (borrow area) excavation for embankments in hard soil,morrum or highly weathered strata dryor moist, includin glayingin 20 cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. anddressing when compacted by vibro compactor,vibro sheep,footroller,sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m(Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead beyond 250 m and up to 750 m (½ Km)

Labour Charges for Spreding Rubble murrum quarry rubbish, canker, coarse aggregate etc.

Digging of side channel as an escape for excess flow water

MISC समस्त अदर्शय, आकस्मिक एवं विविध व्यय यथा एवं अन्य सामग्री जो की विभागीय निर्देशानुसार पूर्ण करने होंगे

Clearing the area Bushes cleaning work

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including,dressing of excavated area and,dewatering wherever required,complete in all respect Hard / dense soil

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect FOR CORE Soil Hard / dense soil

collection of graded gravel / unscratched canker/ black soil for core wall gross 30x0.60x2= 36.00 Total 46.80 less 17% voides 7.96 = 38.84

Earth work in rough (borrow area) excavation for embankments in hard soil,morrum or highly weathered strata dryor moist, includin glayingin 20 cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. anddressing when compacted by vibro compactor,vibro sheep,footroller,sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m(Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With initial lead of 250 m Core wall Soil

Labour charges including watering for puddle work to obtain minimum dry density as 90 % of M.D.D. 483.00*5% = 24.15

Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. Hard soil mixed with Kankar / boulders, Morrum

Random rubble Stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in : cement mortar 1:6 (1 cement : 6 coarse sand)

Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20MM

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 50 mm

R. R. stone masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (using R.R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including all leads of all construction materials, curing etc. complete in 1:6 cement mortar

MISC समस्त अदर्शय, आकस्मिक एवं विविध व्यय यथा एवं अन्य सामग्री जो की विभागीय निर्देशानुसार पूर्ण करने होंगे

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