Mining, Minerals & Quarrying Tender Results

Quarrying,collecting & supplying good quality moorum from approved quarry and stacking the same at work site or at approved stack yard for premeasurement in regular box heaps of 1.50m x 1.50m x 0.50m to be measured as one cum and conveying from premeasurement including watering and compacting to required density with P.R.R including cost,conveyance,royalty, EMF,DMF,Additional charges and all other taxes of all materials and cost of labour, T&P required for the work including hire & running charges of machineries with all leads,lifts and delifts and labour welfare cess etc.complete in all respects and as per specification and direction of Engineer-in -charge

Quarrying, collecting & supplying of good quality of moorum from approved quarry and stacking near work site in regular box heaps of 1.5 x 1.5 x 0.5 m to be measured as one cum with all leads, lifts and delifts including cost, conveyance, royalty, taxes of all materials etc. complete & spreading the same on the road surface and flank, consolidation with PRR including watering etc. complete with all labour, T & P, taxes, cess etc. all complete as per the direction of the Engineer-in-Charge.

Quarrying, collecting, supplying and stacking of approved quality of moorum and sand in regular box heap size of 1.50m x 1.50m x 0.44m to be measured as one cum and admixing moorum and sand in volumetric ratio of (70:30) using admixture including laying and spreading in uniform thickness and consolidation by PRR with all leads, lifts and delifts to complete the item of work in all respect including all labour cost, carriage, royalty & all taxes of sub-base materials including hire & running charges of PRR etc. complete as per direction by Engineer-in-Charge.

Construction of Tube Well from ground level and up to 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. Nominal bore 250 mm dia.

Construction of tube well 100 meter & above in all types of rock by DTH System & over burden to accommodate casing pipe of following sizes in all types of soils and overburden including lowering of casing pipes but excluding cost of casing pipe as per IS:2800 (Part – I & II ) 1979 specfications. The work would be completed after obtaining sand free water. The tube-well should have a through out bore as per nomial dia of casing pipe 200 mm dia nominal bore. ( Item No.4.2.4 PWD BSR 28.09.2022 )