Rural Engineering Department has published Tender For Block Robertsganj Imarti Colony Me Harsh Agrawal Ki Ghar Se Gorari Barder Tak Sampark Marge Ka Nirman, Construction Of Link Road From Harsh Agrawals House To Gorari Border (Kanhaiya Lals House) In Imirati Colony Under Development Block, Rober. Submission Date for this Tender is 24-04-2024. Road Work Tenders in Robertsganj Uttar Pradesh. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Clearing grass and removal of rubbis up to distance of 30 m out side the periphery of the area as per technical specification clause 2.2 |
2 | Earthwork in cutting /Fillingin ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead.S.I. No 253 from 1 km Cartage. By Mechnical Compaction |
3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on preared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired denisty, complete as per Technical Specification clause 401. |
4 | Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) |
5 | Supply & Laying of 125 micron polythene sheet under the foundation (For Anti-Salt peter Treatment) or over sub-base to act as separation between sub-base and concrete slab etc. As per Si No. 730 (4) |
6 | Laying C.C. Road slab consisting of 1:1.5:3 cement coarse sand and approved 20mm gauge Stone ballast over prepared sub grade after its rectifications & bringing it to proper camber and including supply of all materials, labour and T&P etc. reqiured for proper completion of the work finished to required template as dercted by Engineer-in-charge but excliding cost of matal reqiuerd for rectification of the sub gauge. SI.No.773(B) |
7 | Making & filling expansion and contraction joints with bitumen 90% asbeston 5% and coarse sand 5% including supply of all materials, labour T&P required for proper completion of the work |
8 | Earthwork in cutting /Fillingin patari in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead.S.I. No 253 from 1 km Cartage By Mechnical Compaction |
9 | Supply and Fixing of 600 mm dia RCC NP3 Hume Pipe inlcuding collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints |
10 | Excavation for foundation in kankar mix soil or bc soilIncludingleadup to 30.00 m and lift of 1.50 m and all labour material and T& P etc. As per S.I.NO.252 . |
11 | Concrete with 4 cm gauge S/B ,approv c/sand and cement in proportion of8:4:1 inincluding supply andall materials labour and tools required for proper completion of workSI No 281 |
12 | RCR Stone Masonry work in cement mortar in prop. 1:4 foundation completion as per drawing and techanial specification clauses 702,704 |
13 | RCR Stone Masonry work in cement mortar in 1:3 in super structure |
14 | Providing weep hole in stone mansonry abutment ,wing wall , reture wall with 100 dia AC pipe extending throught the full width of the structureslopes of 1(v) 20(H)towards drawing face complete as per drawing and tecnical specification clause 614,709,1204.3.7 including cost of materials |
15 | Providing and laying in cement concrte 1:2;4 of not lessthan strenth ofM 150 ( 20 mm nominal size ) to approved coarse sand cement andcuring complete including cost of form work in foundation as per si no 279 b |
16 | Struk pointing work in 1:2 cement C/Sand mortar inlcuding supply of all material labour and T&P etc required for proper completion and the work |
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