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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance BARHAIT SAHIBGANJ GODDA JHARKHAND 816102 | SAHEBGANJ | JHARKHAND | 816102 | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹1.5 L (0.50%)Admitted-Finance | ₹3.0 Cr+₹1.5 L (0.50%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical GODDA | JHARKHAND | 813208 | - | - | Not Admitted-Fee/PreQual/Technical Others-Cost of BOQ and EMD not submitted as Executive Engineer reported. |
| Sl No | Description | Qty | Unit | M/S ZAHID HUSSAIN L2 | RABBANI CONSTURCTION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish.(2.2 - PART A) | 0.34 | PER HECTARE | 19,157.75 ₹6,513.64 | 19,063.32 ₹6,481.53 Lowest |
| 2.00 | Earth work in excavation of foundation trenches in ordinary soil (Vide classification of soil item-A) and disosal of excavated earth so obtained (50M. Away from the edge of trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I. (6.1.8) | 3,116.58 | PER M3 | 172.33 ₹5,37,080.23 | 171.48 ₹5,34,431.14 Lowest |
| 3.00 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. (6.1.9) | 2,181.6 | PER M3 | 14.91 ₹32,527.66 | 14.83 ₹32,353.13 Lowest |
| 4.00 | Extra for wet earth all complete as per specification and direction of E/I.(7.1.22) | 934.97 | PER M3 | 12.86 ₹12,023.71 | 12.8 ₹11,967.62 Lowest |
| 5.00 | Plain/Reinforced cement concrete in open foundation compete as per drawing and technical specifications P.C.C. grade M15.(12.8A-PART A) | 1,810.38 | PER M3 | 4,057.53 ₹73,45,671.16 | 4,037.53 ₹73,09,463.56 Lowest |
| 6.00 | Plain/Reinforced cement concrete in sub-structure compete as per drawing and technical specifications P.C.C. grade M-15 Height upto 5m.(13.5 A-PART A) | 1,201.44 | PER M3 | 4,291.74 ₹51,56,268.11 | 4,270.59 ₹51,30,857.65 Lowest |
| 7.00 | Labour charge for pitching with stone boulder duly packed in slope and apron with materials within 150M of work site and all lifts as per specification and direction of E/I.(6.6.6) | 2,799.13 | PER M3 | 938.63 ₹26,27,347.39 | 934.01 ₹26,14,415.41 Lowest |
| 8.00 | Supplying of Boulder with minimum size of 300mm for pitching at quarry as per specification & direction of E/I.(M-018) | 2,799.13 | PER M3 | 516.42 ₹14,45,526.71 | 513.88 ₹14,38,416.92 Lowest |
| 9.00 | Supplying and laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and all texes etc. but excluding the cost of carriage all complete as per specification and direction of E/I .(5.6.4) | 1,282.5 | PER M3 | 1,260.86 ₹16,17,052.95 | 1,254.65 ₹16,09,088.63 Lowest |
| 10.00 | E/W in excavation of the toe drain and heel trenches as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the spoil (50m away from the toe of the dam in the country side )with initial lead of 100M and initial lift of 1.5M as per specification and direction of E/I. (5.1.17.1) | 3,289.2 | PER M3 | 185.19 ₹6,09,126.95 | 184.28 ₹6,06,133.78 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.8 L
Closing Date
7 Apr 2022, 5:00 pmClosed
EE, Irrigation Division No.1, Barhait
Executive Engineer, Irrigation Division No.1, Barhait
Construction of left afflux bund/ponding bund from saddle dyke left end point to Morang river under Gumani Barrage Scheme
2022_WRD_57130_1
WRD/IRR.DIV.NO.1 BARHAIT/SBD-IFB-1/21-22
Open Tender
Civil Works
Item Rate
360 days
BARHAIT
PLEASE REFER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹10,000
EE, Irrigation Division No.1, Barhait
₹2.8 L
25 Apr 2022
23 Mar 2022
9 Apr 2022
23 Mar 2022
7 Apr 2022
23 Mar 2022
Amount
Clearing grass and removal of rubbish.(2.2 - PART A)
Earth work in excavation of foundation trenches in ordinary soil (Vide classification of soil item-A) and disosal of excavated earth so obtained (50M. Away from the edge of trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I. (6.1.8)
Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. (6.1.9)
Extra for wet earth all complete as per specification and direction of E/I.(7.1.22)
Plain/Reinforced cement concrete in open foundation compete as per drawing and technical specifications P.C.C. grade M15.(12.8A-PART A)
Plain/Reinforced cement concrete in sub-structure compete as per drawing and technical specifications P.C.C. grade M-15 Height upto 5m.(13.5 A-PART A)
Labour charge for pitching with stone boulder duly packed in slope and apron with materials within 150M of work site and all lifts as per specification and direction of E/I.(6.6.6)
Supplying of Boulder with minimum size of 300mm for pitching at quarry as per specification & direction of E/I.(M-018)
Supplying and laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and all texes etc. but excluding the cost of carriage all complete as per specification and direction of E/I .(5.6.4)
E/W in excavation of the toe drain and heel trenches as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the spoil (50m away from the toe of the dam in the country side )with initial lead of 100M and initial lift of 1.5M as per specification and direction of E/I. (5.1.17.1)
Diesel pump per 10 H.P. (PM-29)
Supplying , fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I.(6.7.2)
Providing and fixing in position 25mm thick bituminastic board (shalitex of equivalent as per I.S. -1838-1983) in expansion or construction joints in barrage and its allied work as per specification and direction of E/I.(6.7.3)
Providing and fixing in position bitumen fitter (bitumen , cement and sand) in construction joints in barrage and its allied work as per specification and direction of E/I.(6.7.4)
Earth work in filling foundation trenches or back filling of masonary structure with suitable earth earth in layers not exceeding 150mm thick well watered , rammd and fully ompacted and finally dressed with earth obtained from excavation of foundation tenches and kept at a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/I.(6.1.16)
Carriage of material by mechanical transport including loading , unloading & stacking at site as per direction of E/I SAND
CEMENT
BOULDER
STONE CHIPS
GST @ 12% (system generated, hence no separate rate is to be quoted for this item)
Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)
M/S ZAHID HUSSAIN
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