Tender For Day To Day Maintenance/ General Upkeeping Of Nai Basti To Bathure, Lane Road To Talli Mata New, Lane Road To Talli Mata Old , Gole Pattan To Bathure , Gajansoo To Chinore Via Gole Pattan , Link Road To Gangu Chak & Gole Pattan To Gujjar Ba, Satwari-Jammu And Kashmir
TDR : 55408515
Tender Notice
BOQ
15 Days Left
Satwari
Jammu And Kashmir
Tender For Day To Day Maintenance/ General Upkeeping Of Nai Basti To Bathure, lane road To Talli Mata New, lane road To Talli Mata Old , Gole Pattan To Bathure , Gajansoo To Chinore Via Gole Pattan , Link Road To Gangu Chak & Gole Pattan To Gujjar Ba
Name of Work:- Day to Day Maintenance/ General upkeeping of Nai Basti to Bathure, L/R to Talli Mata New, L/R to Talli Mata old , Gole pattan to Bathure , Gajansoo to Chinore via gole Pattan , link road to gangu chak & Gole pattan to gujjar basti and their allied Links for the financial year 2026-27
Sl. No.
Item Description
1
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
2
Providing, laying,watering and compaction in layers exceeding 200mm thick with 80-100 kN Road roller ramming, river bed material mixed with coarse sand and round nallah shingle 75mm including from source of supply to site of work inclusve of all leads and lifts complete including filling in the ruts.
3
Engaging backhoe (like JCB) for clearance of slips/back cutting for providing motorpath including hire charges, cost of POL , all sort of sunderies and taxes complete including disposal of Excavated earth/Mulba wherever Required.
4
Removal of debris including shifting of mulba from site to dumping yard by engaging
5
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
6
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 450 mm dia. R.C.C. pipe Please Enable Macros to View BoQ information
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