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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.7 LAccepted-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | 1 | Accepted-Finance accepted | |
| 2 | 2₹21.9 L+₹1.2 L (5.94%)Rejected-Finance | 2 | Rejected-Finance 2 Lowest | |
| 3 | 3₹37.1 L+₹16.4 L (78.9%)Rejected-Finance R O VILLAGE CHEWLA P O ROURI TEH DISTT SHIMLA 11 | SHIMLA | HIMACHAL PRADESH | 171001 | 3 | Rejected-Finance 3 Lowest | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹23.0 L
EMD Value
₹47,000
Closing Date
23 Mar 2022, 5:00 pmClosed
EE HP PWD Division Manali at Katrain
EE HP PWD Division Manali at Katrain
C O 30 mtr sapn Jeepable steel truss bridge over Khanora Nallah on Kothi Mathivan loffing road 1 820
2022_PWD_58077_1
C O 30 mtr span Jeepable steel truss bridge
Open Tender
Civil Works
Item Rate
365 days
KATRAIN
C O 30 mtr sapn Jeepable steel truss bridge over Khanora Nallah on Kothi Mathivan loffing road 1 820
5 documents required · 5 mandatory
₹500
EE HP PWD Division Manali at Katrain
₹47,000
28 Mar 2022
16 Mar 2022
24 Mar 2022
16 Mar 2022
23 Mar 2022
16 Mar 2022
Amount
Earth work in excavation of foundation of structures in all kinds of soil including saturated soil, comprising of pick jumper,blasting work both in soft and hard rock with chiselling /wedging out of rock (where blasting is prohibited ) and their intermediate classification of soil including dewatering wherever required as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead, dressing of sides and bottom and back filling in tranches with excavated suitable material within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Providing and laying plain cement concrete 1:3:6 nominal mix (One cement : Three sand : Six crushed stone aggregate 40mm (Forty millimetre nominal size ) in foundation with machanically mixed placed in foudation and compacted by vibration including curiging for 14 days within all leads and lift and carriage of material in all respect as per direction of Engineer-in-charge.
Providing and laying concrete for plain/ reinforced concrete 1:6:12 (One cement :Six sand : Twelve graded stone aggregate 40mm (Forty millimetre nominal size ) in open foundations complete as per drawing and technical specification within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Providing and laying Plain /reinforced cement concrete in sub structure M-20 (M-Twenty) grade complete as per drawing and technical specifications. within all leads and lift including carriage of material and as per direction of Engineer-in-charge
Providing of laying Plain /reinforced cement concrete in sub structure as per drawing and technical specifications . within all leads and lift including carriage of materials and as per direction of Engineer-in-charge. R.C.C M 25 (M-Twenty five) 1: 1.5 : 3 (One cement ; one point five sand ; three graded stone aggregate)
Supplying , fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specification within all leads and lift including carriage of material in all respect as per direction of Engineer-in-charge.
Stone masonary (coursed rubble masonry(first short) with hard stone for sub structure in cement morter 1:3 (One cement : three sand) complete as per drawing and technical specification within all leads and lift including carriage of material in all respect as per direction of Engineer-in-charge.
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications granular materials within all leads and lift including carriage of material in all respect as per direction of Engineer-in-charge.
Providing and laying of filter media with granular materials/ stone crushed aggregates as per specification to the thickness of not less than 600mm (six hundred milimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications within all leads and lift and carriage of material in all respect as per direction of Engineer-in-charge.
Providing weep holes in brick masonry/ stone masonry ,plain/ reinforced concrete abutment, wing wall, return wall with 100mm (hundred millimetre) dia PVC pipe extending through the full width of the structure with slope of 1(v) :20(H) towards drawing face complete as per drawing and technical specificationswithin all leads and lift and carriage of material in all respect as per direction of Engineer-in-charge.
ISHANT MAHANT CONTRACTOR
KHEM RAJ
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