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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹22.3 L+₹4.1 L (22.3%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹25.5 L+₹7.2 L (39.4%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹29.3 L+₹11.0 L (60.3%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹30.2 L+₹11.9 L (65.2%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOHD RASHID MIR L2 | M/s Sehrash Rafiq L4 | Asif Iqbal L11 | MOHD SHAFI L9 | SHAZAD SHABNAM L6 | SHAZAD AHMAD KHAN L10 | SHRI MOHD SAQIB MALIK L5 | MOHD IKHLAQ L3 | ZAFFAR AHMED L1 | MOHD AKRAM CONTRACTOR L8 | M/s Ghai Stone Crusher L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
KM 1st A.K.S O.R H.R
(Requiring Blasting )
50% 30% 20%
Complete Job. | 10,225 | Cum | 208 ₹21,26,800 | 110 ₹11,24,750 | 200 ₹20,45,000 | 211 ₹21,57,475 | 100 ₹10,22,500 Lowest | 160 ₹16,36,000 | 110 ₹11,24,750 | 170 ₹17,38,250 | 150 ₹15,33,750 | 300 ₹30,67,500 | 130 ₹13,29,250 |
| 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 . | 150 | Cum | 20 ₹3,000 Lowest | 200 ₹30,000 | 200 ₹30,000 | 240 ₹36,000 | 500 ₹75,000 | 160 ₹24,000 | 110 ₹16,500 | 200 ₹30,000 | - | 150 ₹22,500 | 200 ₹30,000 |
| 3.00 | Dry random rubble masonary (Nallah) with hard stone in foundation and plinth.
Without bond stone. including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 170 | Cum | 10 ₹1,700 Lowest | 1,440 ₹2,44,800 | 1,500 ₹2,55,000 | 1,551 ₹2,63,670 | 1,100 ₹1,87,000 | 2,500 ₹4,25,000 | 1,400 ₹2,38,000 | 1,200 ₹2,04,000 | 800 ₹1,36,000 | 1,500 ₹2,55,000 | 1,700 ₹2,89,000 |
| 4.00 | Dumping stone including cost of stones. On Horizontal on level. including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 140 | Cum | 10 ₹1,400 Lowest | 100 ₹14,000 | 500 ₹70,000 | 390 ₹54,600 | 200 ₹28,000 | 500 ₹70,000 | 400 ₹56,000 | 200 ₹28,000 | - | - | 200 ₹28,000 |
| 5.00 | 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. | 260 | Cum | 5 ₹1,300 Lowest | 100 ₹26,000 | 100 ₹26,000 | 10 ₹2,600 | 200 ₹52,000 | 500 ₹1,30,000 | 100 ₹26,000 | 100 ₹26,000 | - | - | 110 ₹28,600 |
| 6.00 | Random Rubble masonry 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: Nallah Cement mortar 1:6 (1 Cement : 6 coarse sand) | 210 | Cum | 20 ₹4,200 Lowest | 1,500 ₹3,15,000 | 2,850 ₹5,98,500 | 1,250 ₹2,62,500 | 1,500 ₹3,15,000 | 3,000 ₹6,30,000 | 2,800 ₹5,88,000 | 2,100 ₹4,41,000 | 22 ₹4,620 | - | 2,400 ₹5,04,000 |
| 7.00 | Hand-packing 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. including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 175 | Cum | 5 ₹875 Lowest | 2,000 ₹3,50,000 | 1,400 ₹2,45,000 | 2,100 ₹3,67,500 | 200 ₹35,000 | 1,500 ₹2,62,500 | 1,200 ₹2,10,000 | - | 22 ₹3,850 | - | 1,800 ₹3,15,000 |
| 8.00 | 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. | 6 | No | 5 ₹30 Lowest | 15,000 ₹90,000 | 10,000 ₹60,000 | 12,600 ₹75,600 | 2,500 ₹15,000 | 1,400 ₹8,400 | 9,000 ₹54,000 | 13,000 ₹78,000 | 12,000 ₹72,000 | - | 10,000 ₹60,000 |
| 9.00 | 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. | 6 | No | 15,000 ₹90,000 | 15,000 ₹90,000 | 14,000 ₹84,000 | 14,900 ₹89,400 | 3,000 ₹18,000 Lowest | 15,000 ₹90,000 | 14,000 ₹84,000 | - | 12,000 ₹72,000 | 20,000 ₹1,20,000 | 12,000 ₹72,000 |
| 10.00 | 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 leads/lifts , carriages of material upto , loading & unloading ( Complete job) | 495 | Cum | 10 ₹4,950 | 1,300 ₹6,43,500 | 1,200 ₹5,94,000 | 1,122 ₹5,55,390 | 3,000 ₹14,85,000 | 1,200 ₹5,94,000 | 1,250 ₹6,18,750 | - | 8 ₹3,960 Lowest | - | 1,300 ₹6,43,500 |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
10 Feb 2021, 4:00 pmClosed
Executive Engineer PWD
Executive Engineer PWD
Construction of Link road Jabbrian Near House of Mohd Yaqoob Awan in Km 1st RD 0 -1000 by way of Earth Work in Cutting ,Walling, X-Drainage,Protection Works, 600mm 900 mm dia Hume Pipe Culvert Providing and Laying of WBM Gr-II
2021_PWDJK_115452_1
e-NIT No. 131/2020-21 dated 03-02-2021
Open Tender
Civil Works
Item Rate
60 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
Executive Engineer PWD Poonch
₹1.3 L
Yes
17 Feb 2021
3 Feb 2021
11 Feb 2021
3 Feb 2021
10 Feb 2021
3 Feb 2021
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