Tender For 1.Providing And Laying Underground Drainage Line For Gp Katewadi Gaon Internal At-Katewadi 2.Providing And Laying Drainage Line For Gp Katewadi Magaswargiy Wasti At-Katewadi Tal-Baramati Dist-Pune
Tender Overview
Project Description
Tender for 1.Providing And Laying Underground Drainage Line For Gp Katewadi Gaon Internal At-Katewadi 2.Providing And Laying Drainage Line For Gp Katewadi Magaswargiy Wasti At-Katewadi Tal-Baramati Dist-Pune
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Jul-2026 | Minimum Bid Not Received | Date | 16-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 1.PROVIDING AND LAYING UNDERGROUND DRAINAGE LINE FOR GP KATEWADI GAON INTERNAL AT-KATEWADIExcavation for foundation / pipe trenches in earth,soil of all types. sand, gravel and soft murum, hard murum .HMB.WBM roads including removing the excavated material upto a distance of 50 m. beyond the area and spreading as directed by Engineer-in-Charge normal dewatering,preparing the bed for foundation and excluding back filling etc complete |
| 2 | Excavation for foundation / pipe trenches in hard MURUM & BOULDERS WBM road removing the excavated material upto a distance of 50 m. beyond the area & lifts as below stacking as directed by Engineer-in- Charge normal dewatering, and excluding back filling etc complete a) For depth 0 to 1.50 m |
| 3 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation asphalt road including removing the excavated material upto a distance of 50 m. beyond the area & lifts as belowstacking as directed by Engineer-in-Charge normal dewatering, and excluding back filling etc complete |
| 4 | Providing murum bedding / filling in plinth and floors.in trenches with approved murum from excavated materials in 15 to 20 cm layers including watering compaction etc. complete. |
| 5 | Providing lowering laying & jointing of following class and dia suitable for rubber ring joints. including all taxes ( Central & Local) inspection charges. transporting to departmental stores / site unloading and stacking etc Complete a) For 250 mm-Np2 Pipe (IS weight of pipes57.10 Kg/m as per current DSR P NO 43) (Rs 394+Rs 153 = Rs 444.00) |
| 6 | a) For 300 mm-Np2 Pipe (IS weight of pipes 92.25 KG/M as per current DSR P NO 43) (Rs 510+Rs185=Rs 444.00 |
| 7 | Providing & Constucting the sewer lines B.B.Masonry circular manhole with an eccentric cone 1.20 m dia at bottom and 0.50 m dia at top upto a depth of 2.00 m and 1.50m dia at bottom and 0.50 mat top a depth of 5.00 m with 23 cm thick brick work upto depth 2.00 m from top of manhole and 35 cm thick brick work upto depth 5.00 m next depth of chamber and for depth upto 9.00 m, 23 cm thick brick work upto depth 2.00 m from top of manhole 35 a) For depth Upto 0.50 m |
| 8 | a) For depth Upto 1 m |
| 9 | Refilling the trench with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layer with consolidation surcharging etc. Complete |
| 10 | Providing & supplying in std length isi mark pipe 90 mm dia pvc pipes 4kg /cm'2 etc complete |
| 11 | 2.PROVIDING AND LAYING DRAINAGE LINE FOR GP KATEWADI MAGASWARGIY WASTI AT-KATEWADI Excavationfor foundation/pipetrenches in earth,soilofall types, sand,gravel andsoftmurum,hard murum ,HMB,WBM roads including removing the excavatedmaterial uptoadistanceof50m.beyondthe area & spreading as directed by Engineer-in-Charge normal dewatering,preparing thebed for foundationand excluding back filling etc .complete a) For depth 0m to 1.50 m |
| 12 | Excavation for foundation / pipe trenches in hard MURUM & BOULDERS WBM roadremoving the excavatedmaterial uptoadistanceof50m.beyondthe area&liftsasbelowstacking asdirected by Engineer-in Charge normal dewatering,andexcludingback fillingetc .complete |
| 13 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation asphalt road including removing the excavated material upto a distance of 50m.beyondthe area&liftsasbelow stacking as directed by Engineer-in-Charge normal dewatering, and excluding back filling etc .complete |
| 14 | Providingmurumbedding/ fillinginplinthand floors,in trencheswithapprovedmurumfromexcavated materials in 15 to 20 cm layers including watering compaction etc. complete. |
| 15 | Providing ,lowering ,laying & jointing of following class anddia suitable for rubber ring joints, includingall taxes (Central&Local) inspectioncharges, transporting todepartmental stores / siteunloadingand stacking etc complete a) For 250mm-Np2 pipe(IS weight of pipes 57.10 kg/m as per current DSR PNO 43)(RS 394+Rs153=RS 444.00) |
| 16 | a) For 300mm-Np2 pipe (IS weight of pipes 92.25KG/M as per current DSR P NO 43) (RS 510+Rs185=RS 444.00) |
| 17 | Providing & Constructing the sewer lines B.B. Masonry circular manhole with an eccentric cone, 1.20 m dia at bottom and 0.50 m dia at top up to a depth of 2.00 m, and 1.50 m dia at bottom and 0.50 m dia at top up to a depth of 5.00 m, with 23 cm thick brickwork up to a depth of 2.00 m from the top of the manhole and 35 cm thick brickwork up to a depth of 5.00 m. Next depth of chamber and for depth up to 9.00 m, 23 cm thick brickwork up to a depth of 2.00 m from the top of the manhole, 35 a) For depth upto 1 m |
| 18 | Refilling the trench with available excavated stuff, with soft material first over the pipeline and then hard material in 15 cm layers, with consolidation, surcharging, etc., complete. |
| 19 | Providing & supplying in std length isi mark pipe 90 mm dia pvc pipes 4kg/cm^2 etc complete |
| 20 | Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick-bats Please Enable Macros to View BoQ information |
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