Constructing undeground Guter at sakri in Ward No 7 at Sakri, Tal.Sakri, Dist.Dhule

Excavation for foundation / pipe trenches in􀀃 hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete􀀃by􀀃all􀀃means.􀀃(Bd-A-6/259)

Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.􀀃(Bd-A-3/259)

Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement5.90bags/cum)Spec. No. - Bd E /1 Page No. 287 and B- 7,􀀃Page􀀃No.􀀃38 b)In PCC M-150

Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation,􀀃surcharging,􀀃etc.􀀃complete.

Providing supplying in standard length (PE material) Structured-Wall plastic piping system for non pressure underground drainage and sewerage with smooth internal & corrugated external surface confirming to IS 16098:Part-2 2013 with spigot or plain end with necessary jointing material coupler including transportation and freight charges, inspection charges, loading and unloading charges, conveyance to departmental store and stacking the same in closed shade duly protecting from direct sun ray and rains excluding GST levied by Gol and GoM in all􀀃respect,􀀃etc.􀀃complete.SN􀀃8 ID 400􀀃mm dia .SN8

Lowering, Laying and Jointing (PE material) Structured-Wall plastic piping system for non pressure underground by heating to the ends of pipes with the help of tefflon coated electric heater to the required temparature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. The pressing may be required to be done with Jacks/ Hydraulic Jacks/Butt fusion machine etc. complete with all materials labours as directed by􀀃Engineer􀀃-􀀃in􀀃-charge. ID 400􀀃mm dia .SN8

Hydraulic testing of HDPE (PE material)Structured-Wall plastic piping system for non pressure underground line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and􀀃reinstating􀀃to􀀃original􀀃position

Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding,􀀃excluding􀀃excavation,􀀃B.B.􀀃masonry􀀃in􀀃CM􀀃1:5􀀃 proportion precast RCC frame and cover, etc. complete􀀃as􀀃directed􀀃by􀀃Engineer-in-charge. As above of 60 x 45 cm internal size and depth upto 0.9􀀃M􀀃with􀀃precast􀀃R.C.C.􀀃slab􀀃cover.

Testing Charges

Labour Insurance

Royalty For Sand

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