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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹60,260
Closing Date
5 Apr 2021, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Construction of road from Gulpur Karmara road to M/S Dehri Khari from Km 2nd , by way of Earth Work in Cutting,R/Wall,B/Wall,Pucca Drain and 900mm dia Hume Pipe Culvert in different location
2021_PWDJK_121444_1
e-NIT No. 184/2020-21 dated 27-03-2021
Open Tender
Civil Works
Item Wise
30 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
Executive Engineer PWD Poonch
₹60,260
Yes
17 Apr 2021
30 Mar 2021
6 Apr 2021
30 Mar 2021
5 Apr 2021
30 Mar 2021
Amount
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. ( not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan,including dressing of sides and ramming of bottom lift upto 1.5m,including getting out excavate earth and disposal of surplus excavated earth as dirested: All kinds of soil .
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with : 1:5:10 ( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ).Including all leads/lifts , carriages of material upto , loading & unloading ( Complete job)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with : 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones. Including all leads/lifts , carriages of material upto , loading & unloading ( Complete job)
Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns , piers ,abutments,pillars, posts, struts, butteresses , string or lacing courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,fillets etc upto floor five level , including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones. Including all leads/lifts , carriages of material upto , loading & unloading ( Complete job)
Random rubble masonary with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12(1 cement:6 coarse sand:12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 ( 1 cement:6 coarse sand).Including all leads/lifts , carriages of material upto , loading & unloading ( Complete job)
Dry random rubble masonary (Nallah) with hard stone in foundation and plinth. Without bond stone.Including all leads/lifts , carriages of material upto , loading & unloading ( Complete job)
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4graded stone aggregate 20mm nominal size) and curing complete.Including all leads/lifts , carriages of material upto , loading & unloading ( Complete job)
Dumping stone including cost of stones. On Horizontal on level.Including all leads/lifts , carriages of material upto , loading & unloading ( Complete job)
Centring and shuttering including strutting propping etc. and removal of form for :-
Foundations,footings, bases of columns etc for mass concrete
Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying non-pressure NP2 class ( light duty) 900 mm dia R.C.C H.P with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement :2 fine sand ) including testing of joints ,Cost of pipes etc complete job.
Supply and filling of river bed material in layers not exceeding 20 cm in depth,rolling each layer with power road roller including carriage from source to site of work loading un-loading stacking laying watering ,dressing etc complete job .
GHULAM NABI MIR
MOHD RASHID MIR
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