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Tender Value
₹14.7 L
EMD Value
₹29,360
Closing Date
3 Sept 2020, 4:30 pmClosed
Er Parvez Malik
Executive Engineer PWD RandB Const Divn No I Jammu
Construction of road by way of Providing and laying of RBM Filling, 150mm thick WBM Grade-II Shingling, WMM including 25mm thick OGPC on link road from Shri Guru Singh Sabha W.No. 4 and 5 to land of Capt. Jagdish Singh at Simbal Camp (Length 770 Mt)
2020_PWDJK_103023_4
Short e-NIT No CD-I/28 of 2020-21 Dated 27-08-2020
Open Tender
Civil Works
Item Rate
15 days
Ward No. 4 and 5 Simbal Camp R.S.Pura Jammu
Please refer to NIT/SBD
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹29,360
Yes
Jammu
25 Sept 2020
27 Aug 2020
4 Sept 2020
27 Aug 2020
3 Sept 2020
27 Aug 2020
31 Aug 2020
Amount
Providing and laying RBM in layers not exceeding 20cm in depth by way of watering, compacting and rolling each layers with power road roller of 8-10 Tonne capacity in embankments of roads, flood banks, marginal banks, guide banks etc. including all leads, lifts, taxes and carriage. The river bed material shall be free from organic material. The RBM must have coarse aggregate along with stone aggregate having maximum aggregate size of 75mm (Complete job).
Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 63mm – 45mm size including screening 13.20mm size in two layers of 75mm thick (consolidated) each.
Providing, laying, spreading and compacting crushed graded aggregates and Granular material, premixed with water in mechanical wet mix plant of 75 Ton capacity, carriage of mix material to site by tipper, laying in one uniform layer having compacted avg. thickness of 75mm with motor grader of adequate capacity, its blade having hydraulic control suitable for adjustment or with paver finisher in sub base / base course on well prepared sub grade and compacting with vibratory roller (80-100 KN) to achieve the desired density and laid to lines, grades and cross sections as approved by Engineer-in-charges, as per MORT&H specifications complete including filling of ruts / dips in the sub grade with the same material and all sort of taxes including all leads, lifts carriage complete (quantity for filling of ruts and dips will not be measured and paid for separately).
Providing and laying 25mm thick compacted premix carpet surfacing manually with 2.25 and 1.12cum of stone chipping of 13.2mm size and 11.2mm size respectively per 100 sqm and 52Kg and 56Kg of hot bitumen per cum of stone chipping of 13.2mm and 11.2mm size respectively including preparation of surface as per specifications and laying of tack coat with hot straight run bitumen of grade 80/100 spraying the bitumen manually @ 0.50Kg/Sqm over B.T surface and 0.75 Kg per sqm over WBM surface and finally finishing the surface with seal coat, with bitumen using 128Kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60cum of fine aggregate (crusher sand) per 100sqm of road surface including rolling with 6 to 9 tonne capacity road roller complete (including cost of Bitumen with all leads, lift and carriage from source to site complete).
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone agg. above 40mm size for an avg. lead of 24 Kms.
Screening for an avg. lead of 24 Kms.
Crusher Dust for an avg. lead of 24 Kms.
RAJINDER SINGH
karan Singh Contractor
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