Varanasi Development Authority has published Tender For Road Improvement Work Near Rudra Lakshmi Kund In Mauja Mawaiya Ward Sarnath Pargana Shivpur.. Submission Date for this Tender is 07-03-2024. Road Repair Tenders in varanasi Uttar Pradesh. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Earth work in cuting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 0.5 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 The earth form cutting to be used in filling to the lead of 5 km distance as directed by the E/I. [PWD SOR-2020 SI No. 253+231(a)] |
2 | Supply of GSB closed graded for grade-1 including spreading compacting the same GSB specification including spreading in unifrom thicknes, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and bromming stone screening/binding materials to fill up the interestices of coarse aggregate, watering and compactiong to the required density. (All quantity taken in loose) (Analysis Attached) |
3 | Construction of KC drain with precast CC blocks size 370x 250 mm laid in flat position (37.5 cm in length) and kerb stone (30.00 cm in length) including supply of all material, labour and T&P etc complete and also including 1:6:12 base concrete with cement, fine sand and 4 cm gauge brick ballast. (Previous Sanctioned Rates) |
4 | Providing and laying prime coat with bitumen emulsion on WBM / Existing surface [approved rates} |
5 | Providing and laying dense graded bituminous macdam with higher capacity batch type HMP using crushed aggregate of specified grading pre-mixed with bitumenous binder @ 4.5 percent by weight of total mix and filler transporting the hot mix to work site , laying with a hydrostatic paver finisher with sensor control to the required grade , level and alignment , rolling and smooth wheeled , vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No 505 complete in all respect. |
6 | Providing and laying Bituminous Concrete with higher capacity batch type HMP using crushedaggregate of specified grading premixed with 60/70 (VG-30) bituminous binder @ 5.4 percent by weight of total mix and filler , transporting the hot mix to work site , laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled , vibratory tendem rollers to achive the desired compaction as per MORTH specification clause no 507 complete in all respect.(Rate Analysis) (25 mm thick) |
7 | Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads @250 gms per sqm areaa thickness of 2.5mm is exclusive of surface applied glass beads as per IRC : 35- 2015 .The finished surface to be level , uniforn and free from straks and holes .(MoRTH - 503 (8-13) |
8 | Providing and laying of Rubber moulded (Grey colour) interlocking Concrete block pavements having thickness 80mm including leveling and dressing of surface to required level and slope , spreading and moisting 30mm thick local sand on bend, filling joints with local sand etc for proper completion of work as per drawings and technical specification clause 1504. |
9 | Providing and laying of Rubber moulded (Red colour) interlocking Concrete block pavements having thickness 80mm including leveling and dressing of surface to required level and slope , spreading and moisting 30mm thick local sand on bend, filling joints with local sand etc for proper completion of work as per drawings and technical specification clause 1504. |
10 | Construction brick masonary road gully chamber 110*50*77.5cm with bricks cement mortar 1:4b(1cement: 4coarse sand ) including 500*450 mm precast R.C.C Horizontal grating complete as per standard design: 19.29.1 With common burnt clay F.P.S (Non modular) bricks of class designation 7.5 (DSR 19.29.1) |
11 | P/l non pressure NP2 class (light duty ) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion 1:2 (1cement : 2 fine sand) including testing of joints etc. complete:(DSR 19.6.3) |
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