Tender For Extension Of Left Side Protection Wall Of Pmc Canal Between Ch. 80 To Ch. 85 Of Parbati Dam Teshil Sarmathura, Distt. Dholpur, Dholpur-Rajasthan
TDR : 55153398
Tender Notice
BOQ
9 Days Left
Dholpur
Rajasthan
Tender For Extension Of Left Side Protection Wall Of Pmc Canal Between Ch. 80 To Ch. 85 Of Parbati Dam Teshil Sarmathura, Distt. Dholpur
Name of Work:- Extension of left side protection wall of PMC Canal between ch. 80 to ch. 85 of Parbati Dam Teshil Sarmathura, Distt. Dholpur
Sl. No.
Item Description
1
Cutting & clearance of jungle, bushes,shrubsAnkra/Ipomoea,Juliflora typna etc. on canal and bunds in dry/moist/slushy conditionsincluding disposal as per instructions of the Engineer-in-charge. Costof wood has been deducted from rates and thus will be property ofcontractor after cutting.Thick
2
Excavation including loading, unloading, disposal and dressing ofexcavated earth within initial lead of 50m and lift up to 1.5m includingdressing of excavated area and dewatering wherever required complete in all respect (a) Soft/Loose soil
3
Earth work in rough (borrow area) excavation for embankments in hardsoil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass,pebbles etc. and dressing when compacted by vibrocompactor, vibro sheepfoot roller, sheep foot roller/pneumatic tyred roller to obtain dry densityof at least 98% of Standard Proctor's density with initial lift of1.5m (Excluding charges for compaction and watering) including loadingand un-loading wherever required complete in all respect(a) With initial lead of 250 m 17(a) Deduct in itemno16(a) to (d)above if Standard Proctor's density to be achived is at least 95%
4
Compaction of earth or highly weathered strata (b) By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. (i) at least 95% of Standard Proctor's density
5
Watering of earth including cost of carriage of water when source of wateris(a) up to 1 Km
6
Providing and Laying in position of Cement concrete Nominalmix (1:3:6) including leads of all constructionmaterials,curing,compactionandfinishingwithrenderingincementsandmortar1:3(1cement :3coarsesand)andmakinggoodthejointsexcluding thecostof centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; 20mm
7
Random rubble stone masonry (usingR.R.stoneswhere75% stones to be not less than15cm in size in any direction and weighing not less than23kg.) for foundation including curing with all leads of all construction materials including curing etc.complete. In cement sand mortar 1:5
8
Random rubble stone masonry (usingR.R.stoneswhere75% stones tobenot less than15 cm in size in any direction and weighing not less than23kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.In cement sand mortar 1:5 Add extra over item no. 1 to 7 for (a) Masonry work in superstructure
9
Plaster in cement sand mortar1:4 including racking of joints,smooth finishing & curing etc. complete including all leads of all construction materials of thickness:20mm
10
Providing and laying cement concrete coping in (1:2:4) with maximumsize of crusher broken aggregate upto20mmincluding shutteringetc.withall leads ofmaterial complete inall respect in thickness of:75mm Please Enable Macros to View BoQ information
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