Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹56.0 L+₹62,555 (1.13%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹60.6 L+₹5.3 L (9.50%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹65.1 L+₹9.8 L (17.7%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹66.0 L+₹10.6 L (19.2%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOHD SHAFI L1 | ASHAQ HUSSAIN KHAN L3 | Asif Iqbal L4 | M/S Najab Din L2 | MANIER HUSSAIN L6 | AKHTAR HUSSAIN L7 | SHAZAD SHABNAM L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil : Complete Job | 800 | Cum | 550 ₹4,40,000 | 1,500 ₹12,00,000 | 450 ₹3,60,000 | 380 ₹3,04,000 Lowest | 600 ₹4,80,000 | 600 ₹4,80,000 | 1,500 ₹12,00,000 |
| 2.00 | 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 . | 560 | Cum | 600 ₹3,36,000 | 1,000 ₹5,60,000 | 450 ₹2,52,000 Lowest | 900 ₹5,04,000 | 550 ₹3,08,000 | 550 ₹3,08,000 | 1,000 ₹5,60,000 |
| 3.00 | 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) | 15 | Cum | 6,000 ₹90,000 | 500 ₹7,500 Lowest | 4,500 ₹67,500 | 4,500 ₹67,500 | 4,500 ₹67,500 | 4,500 ₹67,500 | 500 ₹7,500 Lowest |
| 4.00 | 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) . Including all leads/lifts , carriages of material upto , loading & unloading ( Complete job) | 120 | Cum | 20 ₹2,400 Lowest | 100 ₹12,000 | 5,500 ₹6,60,000 | 450 ₹54,000 | 6,500 ₹7,80,000 | 8,000 ₹9,60,000 | 100 ₹12,000 |
| 5.00 | 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) | 106 | Cum | 6,800 ₹7,20,800 | 50 ₹5,300 Lowest | 6,000 ₹6,36,000 | 6,500 ₹6,89,000 | 6,500 ₹6,89,000 | 8,000 ₹8,48,000 | 50 ₹5,300 Lowest |
| 6.00 | 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) | 159 | Cum | 8,800 ₹13,99,200 | 110 ₹17,490 Lowest | 6,500 ₹10,33,500 | 7,000 ₹11,13,000 | 6,500 ₹10,33,500 | 6,500 ₹10,33,500 | 110 ₹17,490 Lowest |
| 7.00 | 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) | 120 | Cum | 5 ₹600 Lowest | 60 ₹7,200 | 4,500 ₹5,40,000 | 300 ₹36,000 | 3,500 ₹4,20,000 | 3,500 ₹4,20,000 | 60 ₹7,200 |
| 8.00 | 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) | 120 | Cum | 1,500 ₹1,80,000 | 100 ₹12,000 Lowest | 3,000 ₹3,60,000 | 3,333 ₹3,99,960 | 2,400 ₹2,88,000 | 2,400 ₹2,88,000 | 100 ₹12,000 Lowest |
| 9.00 | 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) | 150 | Sqm | 100 ₹15,000 | 200 ₹30,000 | 800 ₹1,20,000 | 33 ₹4,950 Lowest | 4,500 ₹6,75,000 | 4,500 ₹6,75,000 | 200 ₹30,000 |
| 10.00 | Dumping stone including cost of stones. On Horizontal on level.Including all leads/lifts , carriages of material upto , loading & unloading ( Complete job) | 320 | Cum | 580 ₹1,85,600 | 1,000 ₹3,20,000 | 1,300 ₹4,16,000 | 333 ₹1,06,560 Lowest | 600 ₹1,92,000 | 600 ₹1,92,000 | 1,000 ₹3,20,000 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
15 Mar 2021, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Construction of balance work of Apporach road to MAC Health Sub Centre at Khari Daramsal in Km 1st RD0 to RD 350 , by way of balance Earth Work in Cutting, Wall,B Wall, Pucca Drain and 900mm dia Hume Pipe Culvert in different location ,150 mm thick
2021_PWDJK_119160_5
e-NIT No.165/2020-21 dated 03-03-2021
Open Tender
Civil Works
Item Rate
90 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
Executive Engineer PWD Poonch
₹1.1 L
Yes
22 Apr 2021
4 Mar 2021
16 Mar 2021
4 Mar 2021
15 Mar 2021
4 Mar 2021
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil : Complete Job
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) . 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.
Providing and laying non-pressure NP2 class ( light duty) 600 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.
Prepartion of subgrade by excavating earth to an average of 22.5 cm depth,dressing to camber and consolidation with road roller including making good the undulation etc. and disposal of surplus earth up to 50 metres 50% surface average of road .
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 .
Providing and laying WBM-GR- II 150 mm thick with broken Nallah/Crusher stone aggregate of 63 to 45mm size including screening of 13.2 mm size and using good earth as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriages, octroi, sale tax, service tax all lead and lift for complete job.
Providing and laying WBM-GR- III with broken Nallah /Crusher stone aggregate of 53 to 22.4mm size including screening of 11.2 mm size and usingcrusher dust as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriages, octroi, sale tax, service tax all leads/lifts , carriages of material upto , loading & unloading ( Complete job)
Providing and laying bituminous macadam of 50mm average compacted thickness with bitumen of 80/100(VG-10) grade @ 3.5% (percentage by weight of total mix) on prepared surface with specified graded crushed stone aggregates for profile corrective base/binder course including loading of aggregate with F.E loader , hot mixing of stone aggregates in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitte with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-Charge to achieve the desire density and compaction including the cost of brooming , primer/tack coat , all leads/lifts , carriages , loading & unloading ( Complete job)
Providing,& laying open graded premix carpet of 25 mm average compacted thickness with bitumen of 80/100(VG-10) grade @ 5%(percentage by weight of total mix) on prepared surface with specified graded crushed stone aggregates for wearing course including loading of aggregate with F.E loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant , transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-Charge to achieve the desire density and compaction including the cost of brooming , primer/tack coat , all leads/lifts , carriages , loading & unloading ( Complete job)
M/S Najab Din
ASHAQ HUSSAIN KHAN
Asif Iqbal
SHAZAD SHABNAM
MANIER HUSSAIN
AKHTAR HUSSAIN
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .