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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹44.7 L+₹1.9 L (4.48%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹45.6 L+₹2.9 L (6.73%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹46.5 L+₹3.7 L (8.66%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹48.8 L+₹6.1 L (14.2%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Masood Ahmed L6 | M/S WASIM AKRAM KHAN L12 | ZAFFAR AHMED L11 | MS BHAT ROAD AND ROOF BUILDERS L13 | MS MAQSOOD AHMED L8 | Saahil Mir L15 | Mohd Mashooq L16 | MOHD IKHLAQ L10 | M/s Ghai Stone Crusher L2 | abdul Khalid L1 | SHAZAD SHABNAM L3 | Faiz ahmed khan L14 | Fatima Shamim L5 | M/S Matloob Hussain Shah L7 | MS ANEES AHMED L9 | MS IKHLAQ HUSSAIN 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,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 . | 500 | Cum | 150 ₹75,000 | 540 ₹2,70,000 | 70 ₹35,000 | 540 ₹2,70,000 | 450 ₹2,25,000 | 150 ₹75,000 | 530 ₹2,65,000 | 550 ₹2,75,000 | 50 ₹25,000 Lowest | 100 ₹50,000 | 350 ₹1,75,000 | 550 ₹2,75,000 | 100 ₹50,000 | 350 ₹1,75,000 | 400 ₹2,00,000 | 50 ₹25,000 Lowest |
| 2.00 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 4,950 | Sqm | 10 ₹49,500 | 100 ₹4,95,000 | 150 ₹7,42,500 | 120 ₹5,94,000 | 200 ₹9,90,000 | 250 ₹12,37,500 | 150 ₹7,42,500 | 100 ₹4,95,000 | 10 ₹49,500 | 10 ₹49,500 | 70 ₹3,46,500 | 170 ₹8,41,500 | 1 ₹4,950 Lowest | 110 ₹5,44,500 | 200 ₹9,90,000 | 80 ₹3,96,000 |
| 3.00 | 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. | 792 | Cum | 1,300 ₹10,29,600 | 2,000 ₹15,84,000 | 1,800 ₹14,25,600 | 2,000 ₹15,84,000 | 1,400 ₹11,08,800 | 1,650 ₹13,06,800 | 2,100 ₹16,63,200 | 1,900 ₹15,04,800 | 1,000 ₹7,92,000 Lowest | 1,000 ₹7,92,000 Lowest | 1,456 ₹11,53,152 | 1,900 ₹15,04,800 | 1,150 ₹9,10,800 | 1,350 ₹10,69,200 | 1,500 ₹11,88,000 | 1,250 ₹9,90,000 |
| 4.00 | 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 . | 420 | Cum | 1,400 ₹5,88,000 | 2,000 ₹8,40,000 | 1,500 ₹6,30,000 | 2,050 ₹8,61,000 | 1,300 ₹5,46,000 | 1,600 ₹6,72,000 | 2,200 ₹9,24,000 | 2,030 ₹8,52,600 | 1,000 ₹4,20,000 Lowest | 1,250 ₹5,25,000 | 1,300 ₹5,46,000 | 2,200 ₹9,24,000 | 1,150 ₹4,83,000 | 1,250 ₹5,25,000 | 1,600 ₹6,72,000 | 1,200 ₹5,04,000 |
| 5.00 | 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) | 75 | Cum | 8,000 ₹6,00,000 | 7,000 ₹5,25,000 | 7,000 ₹5,25,000 | 7,100 ₹5,32,500 | 7,500 ₹5,62,500 | 7,500 ₹5,62,500 | 7,500 ₹5,62,500 | 7,100 ₹5,32,500 | 6,000 ₹4,50,000 | 500 ₹37,500 | 8,000 ₹6,00,000 | 7,400 ₹5,55,000 | 9,500 ₹7,12,500 | 7,400 ₹5,55,000 | 7,500 ₹5,62,500 | 1 ₹75 Lowest |
| 6.00 | 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) | 9,075 | Sqm | 290 ₹26,31,750 | 340 ₹30,85,500 | 370 ₹33,57,750 | 350 ₹31,76,250 | 320 ₹29,04,000 | 350 ₹31,76,250 | 350 ₹31,76,250 | 330 ₹29,94,750 | 300 ₹27,22,500 | 310 ₹28,13,250 | 190 ₹17,24,250 Lowest | 320 ₹29,04,000 | 300 ₹27,22,500 | 310 ₹28,13,250 | 314 ₹28,49,550 | 300 ₹27,22,500 |
| 7.00 | 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. | 200 | Cum | 100 ₹20,000 | 200 ₹40,000 | 69 ₹13,800 | 250 ₹50,000 | 281 ₹56,200 | 850 ₹1,70,000 | 350 ₹70,000 | 300 ₹60,000 | 50 ₹10,000 | 50 ₹10,000 | 100 ₹20,000 | 350 ₹70,000 | 2 ₹400 Lowest | 195 ₹39,000 | 200 ₹40,000 | 50 ₹10,000 |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
30 Jul 2021, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Upgradationof road from Middle School Lower Ludhera to Mohalla Lopara to Dungi Bhak ,Surankote Km 1st RD 0 to Km 3rd RD 500 by way of Providing and Laying of 150mm thick WBM Gr-II,75mm thick WBM Gr-III 25 mm thick Open Graded Premix Carpet includin
2021_PWDJK_131074_4
e-NIT No. 58/2021-22 dated 16-07-2021
Open Tender
Civil Works
Item Rate
45 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
Executive Engineer PWD Poonch
₹1.3 L
Yes
10 Aug 2021
17 Jul 2021
31 Jul 2021
17 Jul 2021
30 Jul 2021
17 Jul 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 .
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
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 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.
M/s Ghai Stone Crusher
SHAZAD SHABNAM
MS IKHLAQ HUSSAIN
Fatima Shamim
M/S Masood Ahmed
M/S Matloob Hussain Shah
MS MAQSOOD AHMED
MS ANEES AHMED
MOHD IKHLAQ
ZAFFAR AHMED
M/S WASIM AKRAM KHAN
MS BHAT ROAD AND ROOF BUILDERS
Faiz ahmed khan
Saahil Mir
Mohd Mashooq
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