Tender For Repair Renovation Damage On Road From Kuppa To Palika Sariyo Km 0.00 To 5.00.Sh-C.O R. Wall At Rd1.900 To 1.960 And R .Wall In Wire Crates At Rd 1.425 To 1.437.50, Sangla-Himachal Pradesh
TDR : 54874874
Tender Notice
BOQ
8 Days Left
Sangla
Himachal Pradesh
Tender For Repair Renovation Damage On Road From Kuppa To Palika Sariyo Km 0.00 To 5.00.Sh-C.O R. Wall At Rd1.900 To 1.960 And R .Wall In Wire Crates At Rd 1.425 To 1.437.50
Name of Work:- R/R Damages on road from Kuppa to Palika Sariyo Km 0/00 to 5/00. (Sub Head:-C/o R/ Wall at RD 1/900 to 1/960 & R /wall in wire crates at RD 1/425 to 1/437.50). Estimated Cost:-₹ 15,47,665/- Earnest Money:-₹ 31,000/- Time:- Six Months.
Sl. No.
Item Description
1
Earth work in excavation in foundation structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete within all leads, lifts carriage of material and other incidentals.
2
Providing and laying cement concrete 1:6:12 (one cement : six sand: twelve graded stone aggregate 40mm (forty millimeter) nominal size for plain /reinforced concrete in open foundations complete as per drawings and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
3
Random rubble stone masonry in cement mortar 1:6 (one cement: six sand) for structure like retaining walls, breast walls wing walls, toe walls, abutment and similar works etc. in all heights complete as per drawing and technical specification clauses 702, 704, 1202 & 1204 and curing complete including carriage of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.
4
Providing weep holes in brick masonry/stone masonry/plain/ reinforced concrete abutment wing wall, return wall with 100mm.(One hundred millimeter) dia PVC pipe extending through the full with of the structures with slope of I (v) : 20(H) towards drawing face complete as per drawing and technical specification clause 614,709,12.04.3.7 within all leads and lifts and as per direction of Engineer-in-charge.
5
Providing and laying boulder apron laid in wire crates with 4 mm diameter G.I. wire confirming to IS:280 and IS:4826 in 100mmx 100mm (one hundred into one hundred millimeter) mesh (woven diagonally) including 10 % (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.
6
Back filling behind Retaining wall with granular material complete as per drawing and M.O.R.D. technical specification clause 1204.3.8. Including carriage of material within all lead and lifts and other incidentals. Please Enable Macros to View BoQ information
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