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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-Finance 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | ₹3.5 Cr | L1 | Accepted-Finance As per attachment |
| 2 | L2₹3.5 CrAccepted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹3.5 Cr | L2 | Accepted-Finance As per attachment |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 1 1 PUNJABI COLONY VIKASNAGAR | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
20 Jan 2020, 12:00 pmClosed
SE(NH)PWDDehradun
Superintending Engineer 10th NH Circle PWD Dehradun
Protection work with construction of guide bund and spur of 285 M span RCC bridge in km 08 of Banjarewala Telpura- Khedi- Shikohpur motor road in district Haridwar of Uttarakhand under CRF 2018-19
2019_pwd_21840_1
4255/13Yata-NH-10/2019 dated 12.12.2019
Open Tender
Civil Works - Bridges
Item Rate
270 days
District Haridwar
As per tender documents
2 documents required · 2 mandatory
₹5,900
As per detailed NIT
₹7.0 L
SE(NH)PWDDehradun
18 Feb 2020
27 Dec 2019
20 Jan 2020
27 Dec 2019
20 Jan 2020
9 Jan 2020
8 Jan 2020
Amount
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) as per MoRTH specifications clause 305
(Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work Manual Means (Depth upto 3 m) as per MoRTH specifications clause 304
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. as per MoRTH specifications clause 305.2.2.4
Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering) as per MoRTH specifications clause 307.3.2
(Plain cement concrete 1:3:6 nominal mix in foundation with cement corse sand and crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) as per MoRTH SOR 12-4
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications as per MoRTH specifications clause 1405.1
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications, as per MoRTH specifications clause 2504.2.1
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). SOR Misc item 1-8
Providing and laying Filter material underneath pitching in slopes complete as perdrawing and Technical specification as per MoRTH specifications clause 2504.2.2
M/S HimalayanConstruction
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