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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹14.7 L (11.0%)Admitted-Finance | ₹1.5 Cr+₹14.7 L (11.0%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹30.3 L (22.7%)Admitted-Finance | ₹1.6 Cr+₹30.3 L (22.7%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GH AHMAD BHAT L1 | MOHD ASLAM WANI L2 | MOHAMMAD YOUSUF ALLIE L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil | 9,405 | cum | 600 ₹56,43,000 Lowest | 600 ₹56,43,000 Lowest | 625 ₹58,78,125 |
| 2.00 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : | 2,310.43 | cum | 91.2 ₹2,10,711.22 | 80 ₹1,84,834.4 Lowest | 90 ₹2,07,938.7 |
| 3.00 | Dumping stone excluding cost of stones in Horizontal on level | 104.38 | cum | 50 ₹5,219 Lowest | 250 ₹26,095 | 230 ₹24,007.4 |
| 4.00 | Supply of stone boulder(nallah) | 162.57 | cum | 300 ₹48,771 Lowest | 700 ₹1,13,799 | 900 ₹1,46,313 |
| 5.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 405.56 | Cum | 3,000 ₹12,16,680 Lowest | 5,400 ₹21,90,024 | 5,700 ₹23,11,692 |
| 5.10 | 1:4:8 (1 cement:4 coarse sand : 8 graded stone aggregate 40mm nominal size) | 70.19 | cum | 4,000 ₹2,80,760 Lowest | 4,100 ₹2,87,779 | 4,400 ₹3,08,836 |
| 5.20 | 1:2:4(1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) | 688 | cum | 6,500 ₹44,72,000 Lowest | 6,500 ₹44,72,000 Lowest | 6,500 ₹44,72,000 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. | 3,159.8 | sqm | 200 ₹6,31,960 Lowest | 450 ₹14,21,910 | 500 ₹15,79,900 |
| 6.10 | Foundations, footings, bases of columns etc. for mass concrete. | 241.5 | sqm | 100 ₹24,150 Lowest | 100 ₹24,150 Lowest | 250 ₹60,375 |
| 7.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 205.37 | cum | 100 ₹20,537 Lowest | 200 ₹41,074 | 150 ₹30,805.5 |
Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
7 Dec 2022, 4:00 pmClosed
EX.Engineer irrrigation ompora budgam
EX.Engineer irrrigation ompora budgam
Construction of Revetment with cement concrete toe wall and crate protection works in Bemina Khul. (Incl. Deptt. supply)
2022_IFC_197288_1
enit 29 of 11/2022
Open Tender
Civil Works
Item Wise
90 days
Budgam
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
Yes
ExecutiveEngg ID ompora
₹3.7 L
Yes
10 Dec 2022
24 Nov 2022
8 Dec 2022
24 Nov 2022
7 Dec 2022
24 Nov 2022
Amount
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :
Dumping stone excluding cost of stones in Horizontal on level
Supply of stone boulder(nallah)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1:4:8 (1 cement:4 coarse sand : 8 graded stone aggregate 40mm nominal size)
1:2:4(1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
Foundations, footings, bases of columns etc. for mass concrete.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Dry stone pitching, 225mm thick, including cost of stones and preparation of surface Nallah stone
Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing.
Hand-packing stones in wire-crates; excluding cost of crates and stones
Carriage of Materials from source upto road site of work by Mechanical transport including loading unloading and stacking : stone boulder from Panzan av. Lead of 15 km
40mm stone aggregate from Zewan av. Lead of 18 km
20mm stone aggregate from Zewan av. Lead of 18 km
Sand from Marval av. Lead of 20 km
Cement from Divisional Store av. Lead of 06 km
Earth from av. Lead of 2km
Crate mesh from Divisional store av. lead 6 km (deptl.Supply)
Extra Carriage of Materials from road site to site of work by Manual labour including loading unloading and stacking av. 100 mtrs : Stone boulders (for revetment)
40mm stone agg.
20mm agg
Cement
Extra Carriage of Materials from road site to site of work by Manual labour including loading unloading and stacking av. 150 mtrs : Stone boulders (for PCC R/wall)
40mm stone agg.
20mm agg
Cement
Earth
Extra Carriage of Materials from road site to site of work by Manual labour including loading unloading and stacking av. 100 mtrs : Stone boulders (for crate protection work)
Crate mesh
Providing and fixing of AC board (aluminium composite) sign board with computerized painting letters along with photographs as per direction from In charge Engineer (of size 3’*4’) with installations ,fixing and all carriages complete job.
Providing and fixing of PvC pipes 4" dia for weep holes
Add cost of Crate (Deptt. supply)
MOHD ASLAM WANI
MOHAMMAD YOUSUF ALLIE
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