Improvement Of Sanarli Karsog Link Road Km. 0 / 0 To 3 / 300 ( Sh Extension Of Hume Pipe Culvert At Rd. 0 / 175 And 0 / 805 ) Improvement Of Sanarli Karsog Link Road Km. 0 / 0 To 3 / 300 ( Sh Extension Of Hume Pipe Culvert At Rd. 0 / 175 And 0 / 805 )
Tender Overview
Project Description
Improvement Of Sanarli Karsog Link Road Km. 0 / 0 To 3 / 300 ( Sh Extension Of Hume Pipe Culvert At Rd. 0 / 175 And 0 / 805 ) Improvement Of Sanarli Karsog Link Road Km. 0 / 0 To 3 / 300 ( Sh Extension Of Hume Pipe Culvert At Rd. 0 / 175 And 0 / 805 )
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction for shoring and bracing removal of stamps and other deleterious materials and disposal up to a lead of 50 meter dressing of side and bottom and backfilling in trenches with excavated suitable materials Ordinary soil upto any depth as per direction of Engineer-in-Charges within all leads and lifts |
| 2 | Providing and laying 1:4:8 (one cement : four sand : eight crushed stone aggregate) concrete for pain/reinforcedconcrete in open foundations complete as per drawing and technical specification clauses 802,803.1202 and 1203 as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals |
| 3 | Stone masonary in cement mortar for slab structure complete asper drawing and technical specification clause 702, 704, 1202 and 1204 in cement mortar 1:4 (one cement : four sand) Coursed rubble masonry in 2nd sort as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals |
| 4 | Stone masonary in cement mortar for slab structure complete asper drawing and technical specification clause 702, 704, 1202 and 1204 in cement mortar 1:4 (one cement : four sand) Random rubble masonry in 2nd sort as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals |
| 5 | Providing and laying cement concrete1:5:10 (one cement : five sand : ten crushed stone aggregate) 40mm (forty millimetre) nominal size as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals |
| 6 | Providing and laying (to level and slopes) and jointing reinforcement concrete light duty non pressure pipe IS class NP2 of flowing dia meter with colour with cement mortar 1:2 (one cement : two sand) and butt ends prepare for colour joints including testing of joints complete 900 mm (nine hundred millimeter) dia or as per direction of engineer in charge including carriage of materials with in all leads, lifts and other incidentals. |
| 7 | Providing and Laying filter media with granular crushed aggregate as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specifications clause 1204.3.8 or as per direction of engineer in charge including carriage of materials with in all leads, lifts and other incidentals. |
| 8 | Providing weepholes in bricks masonry/stone masonry plain /reinforced concrete abutment wing wall,return wall with 100mm dia PVC pipe extending through the full with the structure with slope of 1(V): 20(H) towards drewing face complete as per drawing and technical specification clause 614,709,1204.3.7 or as per direction of engineer in charge including carriage of materials with in all leads, lifts and other incidentals. |
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Tender Published
Tender notice published.
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Technical bids will be opened and evaluated.
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