Rural Development Department has published Tender For Construction Of Gabian Bandhara At Sonapur Tq Chikhaldara Dist Amravati. Submission Date for this Tender is 01-02-2024. Dam Work Tenders in sonapur Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Item No 1:-Cleaning Grass and Removal of Rubbish upto a distance of 15.0m outside the Periphery of the area as directedetccomplete as directed by Engineer-In-Charge |
| 2 | Item No 2:-Excavation inHard Murum including boulders upto 0.60m dia (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc and placing the excavated stuff neatly in dump area or for formation of service road embankment as directed including cost of all materials , machinery, labour, dressing bed and sides to required level and profile etc complete lead upto 15.0m and all lift as directed byEngineer-In-ChargeA) For Foundation |
| 3 | B) For Deepening of Nalla |
| 4 | Item No 3:-Excavation in Soft Rock with out blasting including boulders upto 0.60m dia (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc and placing the excavated stuff neatly in dump area or for formation of service road embankment as directed including cost of all materials , machinery, labour, dressing bed and sides to required level and profile etc complete lead upto 15.0m and all lift as directed byEngineer-In-ChargeA) For Foundation |
| 5 | Item No 4:-Excavation in Hard Rock of all toughness byBlastingincluding boulders upto 0.60m dia (0.113 cum) miniimizing damage to side slopes of excavation in water prisam area by adopting any one or combination of line drilling / pre-splitting / smooth blasing techniques and placing the excavated rock neatly in approved dump area including cost of allmaterials , machinery, labour, dressing bed and sides to required level and profile etc complete lead upto 15.0m and all lift as directed byEngineer-In-ChargeA) For Foundation |
| 6 | Item No5 :-Providing and fixing anchor bar of 25mm dia. 3.375 m length with resin bond cement capsule anchorage through adit/ itself including drilling holes , inserting grout capsule, driving anchor , cost of all materials, machinery, labour, ventilation, lighting drainage and other ancillary operationsetc complete with all lead and liftsas directed byEngineer-In-Charge |
| 7 | Item No6 :-Providing and Laying in situ cement concrete of grade M-15 of trap /granite /gneiss /quatizite / graded metal for PCC with or without surface reinforcement / RCC concreting requireing heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls , piers, abutment etc with concrete mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1.0 km and all liftsetc completeas directed byEngineer-In-Charge |
| 8 | Item No 7:- Providing and fixing in position TMT fe-500 bar reinforcement of various diameters for RCC pile caps, footing, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis , copings, fins, arches etc as per detailed designes, drawings, and schedules.Including cuttings, bending, hooking the bars binding with wires or tack welding and supporting as required etc complete as directed byEngineer-In-Charge |
| 9 | Item No 8:- Providing and Construction of aGabian Structure for retaining earth with segments of wires crates each divided into 1.5m compartments by cross netting made form 4 mm galvanized steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa Conforming to IS : 280 and galvanizing coating confirming to IS: 4826 woven into mesh with double twist, mesh size not exceeding of 200mm all loose ends to be tied with 4 mm galvanized steel wire etc complete as directed by Engineer-In- Charge |
| 10 | Item No 9 :- Back filling upto ground level behind the canal structures etc complete with suitable material of approved quality in layers not exceeding 20.0 cm without disturbing the structure etc complete as directed byEngineer-In-Charge |
| 11 | Item No 10:- Providing and fixing information board of size 1.2x0.75 m Prepared on 16 guage ( 1.6 mm) thick steel sheet painted with one coat of zinc chromate stoving primer and two coat green back ground while border / messages symboles etc and back side in grey stove enamel paint including M.S. angle iron post of size 35 mm x 35mm x3 mm and two MS angle iron post of size 50 mm x 50 mm x5 mm 3.65 m long properly cross braced with angle iron of size 50 mm x50mmx5 mm duly painted with including G.I. fixtures etc and fixing the board in 1:4:8 concrete block of size 60 cm x 60cm x75 cm including transporation etc complete. The nut bolts of board with angle iron post / supporting structure after fixing at site has to be electrically welded, retroreflective sheeting should be with five years writen warrently from the etc complete |
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