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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance NA | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹3.5 L (3.40%)Admitted-Finance | ₹1.1 Cr+₹3.5 L (3.40%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹9.7 L (9.31%)Admitted-Finance | ₹1.1 Cr+₹9.7 L (9.31%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹15.6 L (15.0%)Admitted-Finance | ₹1.2 Cr+₹15.6 L (15.0%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S Masood Ahmed L1 | SHAZAD SHABNAM L2 | M/s Ghai Stone Crusher L3 | M/S FAREEM HUSSAIN SHAH L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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, depth up to 1.5 mtr. Including disposal of excavated earth up to 1 mtr. from cutting edge, disposed earth is to be leveled neatly dressed in: all kinds of soil . | 700 | Cum | - | - | - | - |
| 2.00 | Slip Clearance : in soils;mixed with moorum/Kankar/Shngle/boulders;disposal lead upto 50m and lift upto 1.5m including carriages, octroi, sale tax, service tax all lead and lift for complete job. | 210 | Cum | - | - | - | - |
| 3.00 | 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 . | 35 | Cum | - | - | - | - |
| 4.00 | Providing and laying WBM-GR- II 75 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, all lead and lift for complete job.(NSI) | 150 | Cum | - | - | - | - |
| 5.00 | 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 . | 650 | Cum | - | - | - | - |
| 6.00 | 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) | 670 | Cum | - | - | - | - |
| 7.00 | 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) | 19,200 | Sqm | - | - | - | - |
| 8.00 | 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. | 380 | Cum | - | - | - | - |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
1 Jun 2020, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Upgradation of Town Road of Mendhar Town Roads Main Bazar etc Mendhar ,Aggregat Length 4.00 Kms 2. Dak Banglow Gohlad to Behrote Road Km 4th and 5th by way of Providing Laying WBM Grade-II, WBM III ,50mm thick BM 25 mm thick
2020_PWDJK_97118_3
e-NIT No. 09/2020-21 dated 19-05-2020
Open Tender
Civil Works
Item Rate
90 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Yes
Executive Engineer PWD
₹3.0 L
Yes
15 Jun 2020
20 May 2020
2 Jun 2020
20 May 2020
1 Jun 2020
20 May 2020
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, depth up to 1.5 mtr. Including disposal of excavated earth up to 1 mtr. from cutting edge, disposed earth is to be leveled neatly dressed in: all kinds of soil .
Slip Clearance : in soils;mixed with moorum/Kankar/Shngle/boulders;disposal lead upto 50m and lift upto 1.5m including carriages, octroi, sale tax, service tax all lead and lift for 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 .
Providing and laying WBM-GR- II 75 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, all lead and lift for complete job.(NSI)
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 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)
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.
SHAZAD SHABNAM
M/s Ghai Stone Crusher
M/S FAREEM HUSSAIN SHAH
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