Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹38,290 (0.35%)Admitted-Finance | ₹1.1 Cr+₹38,290 (0.35%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹3.4 L (3.10%)Admitted-Finance | ₹1.1 Cr+₹3.4 L (3.10%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹6.6 L (6.00%)Admitted-Finance | ₹1.2 Cr+₹6.6 L (6.00%) | L4 | Admitted-Finance |
| 5 | L5₹1.2 Cr+₹9.3 L (8.53%)Admitted-Finance | ₹1.2 Cr+₹9.3 L (8.53%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHAZAD SHABNAM L1 | Aman Ullah L2 | Asif Iqbal L3 | MANIER HUSSAIN L4 | BHAT R and R BUILDERS L5 | M/S FAREEM HUSSAIN SHAH L6 | MUSHTAQ AHMED L7 | Abdul Razak L8 | AKHTAR HUSSAIN L9 | JAVID YOUSAF KHAN L10 | Mohd Bashir L11 | Mohd Gulsaid Khan L12 | ZULAFKAR AHMED L13 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over area (Exceeding 30 cm in depth 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50 m and lift up to 1.50 m disposed earth to be levelled and neatly dressed.
(Road /X-Drainage Cutting)
A.K.S O.R H.R(Required
Blasting )
50% 30% 20% | 14,800 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2.00 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. ( Not exceeding 1.5 mtr in width ) and for shafts , wells, cesspits and the like not exceeding 10sqm on plan, depth upto1.5 mtr including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in | 1,300 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.
1:5:10 (1 cement :5 coarse sand :10 graded stone crushed aggregate 40 mm nominal size). including all leads /lifts , carriage , handling and re-handaling ( Complete job) | 56 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering
1:3:6 with ( 1 cement :3coarse sand :6 graded crushed stone aggregate 20 mm nominal size) using 20% stones). including all leads /lifts , carriage , handling and re-handaling
( Complete job) | 370 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5.00 | 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 laces , courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,sunken,floors , fillets etc. upto floor five level , excluding the cost of centring, shuttering and finishing.1:3:6 ( 1 cement :3 coarse sand :6 graded crushed stone aggregate 20 mm nominal size) using 20% stones. including all leads /lifts , carriage , handling and re-handaling ( Complete job) | 185 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6.00 | Dry random rubble masonry with hard stone in foundation and plinth. Using nallah stone with bond stone. including all leads /lifts , carriage , handling and re-handaling ( Complete job) | 760 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7.00 | Stone filling including cost of stones. In horizontal on level .including all leads /lifts , carriage , handling and re-handaling ( Complete job) | 210 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8.00 | Reinforced cement concrete work in walls (any thickness) including attached pilasters , buttresses , plinth and string courses , fillets , columns , pillars piers , abutments , posts ans struts etc upto floor five level excluding cost of centring , shuttering , finishing and reinforcement
1:2:4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate 20 mm nominal size.including all leads /lifts , carriage , handling and re-handaling ( Complete job) | 14 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 9.00 | Providing and laying Reinforcement cement concrete 1:1:5:3 (1 cement 1:5 coarse sand :3 graded stone aggregate 20 mm nominal size) in suspended floors balconies landings and stair case having up to 15 degree slope excluding cost of centring and shuttering all work up to floor V level..including all leads /lifts , carriage , handling and re-handaling ( Complete job) | 23 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 10.00 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completed thermo treated mechanical bars | 2,100 | Kg | - | - | - | - | - | - | - | - | - | - | - | - | - |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
8 Jul 2020, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Construction of road from Bass to Pir Gali Ziarat Dharati in Km 1st RD 0 to Km 2nd RD 1000, Length 2.00 Kms by way of Earth Work in Cutting,Walling, X-Drainage,Protection Works 150mm thick WBM Gr-II,75mm thick Grade III ,25mm thick OGPC Under NABAR
2020_PWDJK_98987_1
NIT No- 17 of 2020-21 Dated- 24-06-2020
Open Tender
Civil Works
Item Rate
540 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Yes
Superintending Engineer PWD Rajouri
₹4.0 L
Yes
22 Aug 2020
26 Jun 2020
9 Jul 2020
26 Jun 2020
8 Jul 2020
26 Jun 2020
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) over area (Exceeding 30 cm in depth 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50 m and lift up to 1.50 m disposed earth to be levelled and neatly dressed. (Road /X-Drainage Cutting) A.K.S O.R H.R(Required Blasting ) 50% 30% 20%
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. ( Not exceeding 1.5 mtr in width ) and for shafts , wells, cesspits and the like not exceeding 10sqm on plan, depth upto1.5 mtr including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. 1:5:10 (1 cement :5 coarse sand :10 graded stone crushed aggregate 40 mm nominal size). including all leads /lifts , carriage , handling and re-handaling ( Complete job)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering 1:3:6 with ( 1 cement :3coarse sand :6 graded crushed stone aggregate 20 mm nominal size) using 20% stones). including all leads /lifts , carriage , handling and re-handaling ( 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 laces , courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,sunken,floors , fillets etc. upto floor five level , excluding the cost of centring, shuttering and finishing.1:3:6 ( 1 cement :3 coarse sand :6 graded crushed stone aggregate 20 mm nominal size) using 20% stones. including all leads /lifts , carriage , handling and re-handaling ( Complete job)
Dry random rubble masonry with hard stone in foundation and plinth. Using nallah stone with bond stone. including all leads /lifts , carriage , handling and re-handaling ( Complete job)
Stone filling including cost of stones. In horizontal on level .including all leads /lifts , carriage , handling and re-handaling ( Complete job)
Reinforced cement concrete work in walls (any thickness) including attached pilasters , buttresses , plinth and string courses , fillets , columns , pillars piers , abutments , posts ans struts etc upto floor five level excluding cost of centring , shuttering , finishing and reinforcement 1:2:4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate 20 mm nominal size.including all leads /lifts , carriage , handling and re-handaling ( Complete job)
Providing and laying Reinforcement cement concrete 1:1:5:3 (1 cement 1:5 coarse sand :3 graded stone aggregate 20 mm nominal size) in suspended floors balconies landings and stair case having up to 15 degree slope excluding cost of centring and shuttering all work up to floor V level..including all leads /lifts , carriage , handling and re-handaling ( Complete job)
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completed thermo treated mechanical bars
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement: 2coarse sand:4graded stone aggregate 20mm nominal size ).including all leads /lifts , carriage , handling and re-handaling ( 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 , butteresses , plinth and string course
Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls under 20cm wide
Filling available excavated earth (excluding rock) in trenches plinth, sides of foundation etc. 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(Behind R-Walls,Culverts,Abutments,Wing Wall,Cushion Over Hume Pipes).
Hand packed stones in zinc coated gabions mechanically woven double twisted hexagonal in shape having wire mesh size of 100x120mm and wire dia 2.70 mm selvedge wire dia 3.4 mm & lacing wire dia 202 mm crates including supply of stones , cost of zinc coated gabions crates and all leads/lifts , carriages , handling and re-handling ( 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.
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.
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 lead and lift for 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)
Strenthening of shoulders/berms of the road by way of river bed/grandular material/mixed with earth , sand , stone agg. below 20 mm nominal size including sources to site of work,spreading & laying in layers not exceding 20 cm in depth,watering,rolling each layer with road roller/steel rammers complete in all respect.
Road Furniture and Fixture
Providing and Fixing of Typical information Sign board.
RCC M-15 Grade Km stones as per IRC:8,fixing in position including painting & printing etc as per Drawing and Techanical Specification.
Providing and fixing of retro- reflectorised cautionery ,Mandatory and informatory signs as per IRC 67 made of encapsuled lens type reflective sheeting fixed over aluminium sheet 1.5mm thick supported on MS angle iron 75x75x6 mm post firmly fixed ground.
60 cm equilateral triangle
Speet Limit
Right/Left Cure Signs
School/Hospital
Others as per site requirment
Aman Ullah
Asif Iqbal
MANIER HUSSAIN
BHAT R and R BUILDERS
M/S FAREEM HUSSAIN SHAH
MUSHTAQ AHMED
Abdul Razak
AKHTAR HUSSAIN
JAVID YOUSAF KHAN
Mohd Bashir
Mohd Gulsaid Khan
ZULAFKAR AHMED
stage.html
html • 0.06 MB
tech_eval.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
Tendernotice_1.pdf
PDF • 0.14 MB
Tendernotice_2.pdf
PDF • 0.90 MB
BOQ_188281.xls
BOQ • 0.30 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 .