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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 CrAdmitted-Finance MOH PADAW NAWABGANJ GONDA U P 271303 | GONDA | UTTAR PRADESH | 271303 | ₹12.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹12.6 CrAdmitted-Finance | ₹12.6 Cr | L2 | Admitted-Finance |
| 3 | L3₹12.6 CrAdmitted-Finance | ₹12.6 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical GRAM PEDRAHI POST MAJHGAWAN DISTRICT GONDA UTTAR PRADESH | GONDA | GONDA | UTTAR PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SHIV CONSTRUCTION L1 | M/s Nirbhai Construction L2 | S.R. Infraconstruction Pvt Ltd L3 |
|---|---|---|---|---|---|---|
| 1.00 | Providing, laying, spreading and compacting stone aggregates of size 22.4-53 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming type B screening Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.1 | 125 | Cum | - | - | - |
| 2.00 | Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers of each 75mm thick with paver in sub base/base cures on well prepared surface and compaction with vibratory roller to achieve the desifred density (with bitumen emulsion SS2 @ 3.5% and OPC cement@ 1% by weight of mix) | 10,080 | Cum | - | - | - |
| 3.00 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical Specification Clause 503.on primed surface | 84,000 | Sqm | - | - | - |
| 4.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. | 3,360 | cum | - | - | - |
| 5.00 | construction of KC type Drain in both sides of the road etc. Ch 34.100 to 34.600 | 1,000 | RM | - | - | - |
| 6.00 | Revenwig pattries 2x1.50 Metres wide including dressing surface filling upto 8 cm depth and making namunas at every 15M Apart on either side of the road ture the patries template with side 1:2 etc trenhes for taking the earth to be dug that may form a contiucous | 12 | km | - | - | - |
Tender Value
₹11.6 Cr
EMD Value
₹23.3 L
Closing Date
15 May 2020, 5:00 pmClosed
SE GONDA CIRCLE PWD GONDA
SE GONDA CIRCLE PWD GONDA
Repair of Uttraula Faizabad Allhabad Road under IRQP in 2019-20 With HMP Distt Gonda
2020_CEDPW_466357_1
1126/98Com(PDGN)-Gonda circle/19 Dt. 22.4.20
Open Tender
Civil Works
270 days
GONDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
Yes
EE PD PWD GONDA
₹23.3 L
Yes
GONDA
3 Jun 2020
6 May 2020
16 May 2020
6 May 2020
15 May 2020
6 May 2020
6 May 2020
Amount
Providing, laying, spreading and compacting stone aggregates of size 22.4-53 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming type B screening Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.1
Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers of each 75mm thick with paver in sub base/base cures on well prepared surface and compaction with vibratory roller to achieve the desifred density (with bitumen emulsion SS2 @ 3.5% and OPC cement@ 1% by weight of mix)
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical Specification Clause 503.on primed surface
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.
construction of KC type Drain in both sides of the road etc. Ch 34.100 to 34.600
Revenwig pattries 2x1.50 Metres wide including dressing surface filling upto 8 cm depth and making namunas at every 15M Apart on either side of the road ture the patries template with side 1:2 etc trenhes for taking the earth to be dug that may form a contiucous
M/s Nirbhai Construction
S.R. Infraconstruction Pvt Ltd
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