Public Works Roads Department has published Improvement Of Mg Road Providing Brick Outlet Drain With Boulder Pitching Etc. Under Sopd (G) For The Year 2019-20. Submission Date for this Tender is 26-02-2020. Road Work Tenders in Guwahati Assam. Bidders can get complete Tender details and download the document.
| Name of Work:-Improvement of MG Road providing brick outlet drain with boulder pitching etc. under SOPD (G) for the year 2019-20 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, includingsetting out, construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides andBottom ,backfilling the excavated earth to the extent required andutilising theremaining earth locally for road work.)\n(I) Ordinary Soil \n(A) Manual Means (Depth up to 3m) without dewatering) | BI01010001010000000000000515BI0100001113 | 3580.3 | Cum |
| 2 | 2 | Removal of unserviceable soil including excavation,loading and disposal up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separtly as per clause 303.5.2 as per technical specification. clause302.3.11\n | BI01010001010000000000000515BI0100001114 | 3580.3 | Cum |
| 3 | 3 | Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.\n | BI01010001010000000000000515BI0100001115 | 356.35 | Cum |
| 4 | 4 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)\n | BI01010001010000000000000515BI0100001116 | 207.45 | Cum |
| 5 | 5 | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specification. | BI01010001010000000000000515BI0100001117 | 570.25 | Cum |
| 6 | 6 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification\n | BI01010001010000000000000515BI0100001118 | 1560 | Each |
| 7 | 7 | Plastering with cement mortar (1:4),15mm thick on brick work in structure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001119 | 4386.6 | sqm |
| 8 | 8 | Supplying,fitting and placing TMT IS:1786 (Fe-500)reinforcement bar Iin substructure complete as per drawing and technical specification(a)TMT-IS 1786(FE-500D) primary producer:TATA/SAIL/Esser steel/Jindal steel/shyam steel or equivalent) \n | BI01010001010000000000000515BI0100001120 | 42.02 | MT |
| 9 | 9 | Plain/Reinforced Cement Concrete in sub structure complete as per Drawing and Technical Specification and steel suttering frame work. \nF. RCC Grade M-25, \nCASE -II With Batching Plant, Transit Mixer and Concrete Pump\n | BI01010001010000000000000515BI0100001121 | 236.84 | Cum |
| 10 | 10 | Backfill behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 \nB) Sandy material\n | BI01010001010000000000000515BI0100001122 | 2192.56 | Cum |
| 11 | 11 | Sand Filling in foundation trenches as per Drawing & Technical Specification\n | BI01010001010000000000000515BI0100001123 | 600 | Cum |
| 12 | 12 | Plain/Reinforced Cement Concrete in sub structure complete as per Drawing and Technical Specification and steel suttering frame work. \nF. RCC Grade M-25, \nCASE -I Using concrete Mixer and Concrete Pump | BI01010001010000000000000515BI0100001124 | 155.1 | Cum |
| 13 | 13 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification\n | BI01010001010000000000000515BI0100001125 | 125.9 | Cum |
| 14 | 14 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications\nA. Stone/Boulder\n | BI01010001010000000000000515BI0100001126 | 377.55 | Cum |
| 15 | 15 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)\n | BI01010001010000000000000515BI0100001127 | 243 | Cum |
| 16 | 16 | 40 mm thick marble chips flooring rubbed and polished to granolithic finish with under layer of 28 mm thick cement concrete in prop. 1:2:4 and top layer 12 mm thick with marble chips of any colour or combination colours of required sizes 1 mm to 4 mm nominal sizes laid in cement marble powder mix 3:1in proportion 4:7 (4 cement marble powder mix : 7 marble chips by volume)\n\n | BI01010001010000000000000515BI0100001128 | 840 | Cum |
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