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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAccepted-AOC | ₹7.9 Cr | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹8.2 Cr+₹26.9 L (3.40%)Rejected-Finance | ₹8.2 Cr+₹26.9 L (3.40%) | L2 | Rejected-Finance BEING L2 |
| 3 | L3₹9.1 Cr+₹1.2 Cr (15.0%)Rejected-Finance | ₹9.1 Cr+₹1.2 Cr (15.0%) | L3 | Rejected-Finance BEING L3 |
| 4 | L4₹10.6 Cr+₹2.7 Cr (33.6%)Rejected-Finance | ₹10.6 Cr+₹2.7 Cr (33.6%) | L4 | Rejected-Finance BEING L4 |
Tender Value
₹6.0 Cr
EMD Value
₹6.3 L
Closing Date
12 Mar 2022, 11:30 amClosed
CHIEF ENGINEER PROJECT CHETAK
HEAD QUARTERS CHIEF ENGINEER PROJECT CHETAK, BIKANER C/O 56 APO, PIN 931707
PROVID AND LAYING OF GSB 15CM, WMM 7PT5CM IN TWO LAYERS, DBM 5 CM AND BC 3 CM AND ROAD MARKING 2PT5 MM FOR CONST OF SERV ROAD ALONG VALTOHA DCB TO CL-9 SURFACED UNDER 141 DMC 49BRTF PROJ CHETAK IN STATE OF PUNJAB
2022_BRO_508955_1
CE (P) CTK/29/2021-22
Open Tender
Civil Works - Roads
Item Rate
150 days
141 DMC 49BRTF UNDER PROJECT CHETAK
As Per Tender Document
8 documents required · 8 mandatory
₹0
₹6.3 L
Yes
HQ CE PROJECT CHETAK, BIKANER
2 May 2022
18 Feb 2022
14 Mar 2022
19 Feb 2022
12 Mar 2022
19 Feb 2022
19 Feb 2022 - 25 Feb 2022
24 Feb 2022
Amount
SURFACING WORK
Providing, Laying, Spreading and Compacting graded stone aggregate grading as per Table 400-01 and satisfying the physical requirement as per Table 400-02 of MORT&H Specifications for Road & Bridge Works (Fifth Revision) for GRANULAR SUB-BASE 15.00 CM 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.. All as specified in special conditions and particular specifications and as directed by Engineer in Charge / OC Contract.
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 MORT&H 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 . 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 MORT&H 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 compacted thickness for surfacing works. 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 works in between Km 30.00 to Km 61.00 on Road Srimohangarh-Hada Bridge under 96 RCC/45BRTF (P) Chetak in the state of Rajasthan. 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 MORT&H specifications for road and bridge works (Fifth revision) including preparation of surface and application between Km 30.00 to Km 61.00 on Road Srimohangarh-Hada Bridge under 96 RCC/45BRTF (P) Chetak in the state of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer in Charge / OC Contract.
NARULA BUILDWELL PVT LTD
Pawansut Infra Projects Pvt. Ltd.
ASEEM AND COMPANY
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