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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 CrAccepted-AOC | ₹8.7 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹9.4 Cr+₹74.1 L (8.55%)Rejected-AOC D 5 CC COLONY DELHI 7 | ₹9.4 Cr+₹74.1 L (8.55%) | L2 | Rejected-AOC Being L2 |
| 3 | L3₹9.8 Cr+₹1.1 Cr (12.6%)Rejected-AOC | ₹9.8 Cr+₹1.1 Cr (12.6%) | L3 | Rejected-AOC Being L3 |
| 4 | L4₹11.9 Cr+₹3.3 Cr (37.6%)Rejected-AOC | ₹11.9 Cr+₹3.3 Cr (37.6%) | L4 | Rejected-AOC Being L4 |
| 5 | L5₹12.0 Cr+₹3.3 Cr (38.2%)Rejected-AOC | ₹12.0 Cr+₹3.3 Cr (38.2%) | L5 | Rejected-AOC Being L5 |
Tender Value
₹8.5 Cr
EMD Value
₹7.5 L
Closing Date
6 Nov 2019, 11:00 amClosed
CHIEF ENGINEER PROJECT CHETAK
HEAD QUARTERS CHIEF ENGINEER PROJECT CHETAK, BIKANER C/O 56 APO, PIN 931707
PROVIDING AND LAYING OF WMM 7.50 CM THICK (IN TWO LAYERS) DBM 5.00 CM THICK AND BC 3.00 CM THICK AND ROAD MARKING OF SERVICE TRACK ALONG MAUZZAM DCB AND SABUNA DCB (NET LENGTH 31.70 KM) UNDER 141 DMC 49 BRTF CHETAK IN THE STATE OF PUNJAB
2019_BRO_511952_1
CE (P) CTK/18/2019-20
Open Tender
Civil Works - Roads
Item Rate
300 days
SERVICE TRACK ALONG MAUZZAM DCB AND SABUNA DCB
As per tender documents
14 documents required · 14 mandatory
₹0
₹7.5 L
Yes
HQ CE PROJECT CHETAK, BIKANER
14 Jan 2020
18 Oct 2019
7 Nov 2019
19 Oct 2019
6 Nov 2019
26 Oct 2019
19 Oct 2019 - 26 Oct 2019
25 Oct 2019
Amount
Item of Work-
Providing, Laying, Spreading and Compacting graded stone aggregate grading as per Table 400-13 and satisfying the physical requirement as per Table 400-12 of MORTH Specifications for Road & Bridge Works (Fifth Revision) for Wet Mix Macadam 7.50 cm thick compacted including premixing the materials with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding for surfacing works for black topping of Service Track along Mauzzam DCB and sabuna DCB (net length 31.70 KM) under 141 DMC/ 49 BRTF (P) Chetak in the state of Punjab. All as specified in special conditions and particular specifications and as directed by Engineer in Charge / OC Contract.
Providing and Laying 5.00 cm thick (compacted) Dense Bituminous Macadam layer with HMP mix precoated stone aggregate physical requirement / grading / mix composition requirement as per Table 500-8/9/10 of MORTH Specifications for Road & Bridge Works (Fifth Revision) respectively with minimum 4.50% binder asphalt 60/70 or VG-30 by weight of total mix all as specified in Clause 505 of MORT&H specifications for road & bridge works (Fifth revision) including cleaning of road surface,applying of prime and tack coat, laying by paver finisher, rolling and compacting to specified consolidated thickness for surfacing works for black topping of Service Track along Mauzzam DCB and sabuna DCB (net length 31.70 KM) under 141 DMC/ 49 BRTF (P) Chetak in the state of Punjab. All as specified in special conditions and particular specifications and as directed by Engineer in Charge / OC Contract.
Providing and Laying 3.00 cm thick BC (Bituminous Concrete) layer with HMP mix, precoated stone chips having physical requirement / grading / mix composition requirements as per Table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt 60/70 or VG-30 by weight of total mix and 2% cement/ lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and brige work (Fifth revision) including cleaning of raod surface, applying tack coat, laying by paver finisher, rolling and compaction to specified compacted thickness for surfacing worksfor black topping of Service Track along Mauzzam DCB and sabuna DCB (net length 31.70 KM) under 141 DMC/ 49 BRTF (P) Chetak in the state of Punjab. All as specified in special conditions and particular specifications and as directed by Engineer in Charge/OC Contract.
Road marking of Center line and edge lines with Hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (Fifth revision) including preparation of surface and application for black topping of Service Track along Mauzzam DCB and sabuna DCB (net length 31.70 KM) under 141 DMC/ 49 BRTF (P) Chetak in the state of Punjab. All as specified in special conditions and particular specifications and as directed by Engineer in Charge / OC Contract.
AMIT CONSTRUCTION CO.
KOHINOOR CONSTRUCTION COMPANY
NARULA BUILDWELL PVT LTD
M/s Raja construction company
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