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| # | Company | Amount | Rank |
|---|---|---|---|
| 1 | L1₹92.0 L | ₹92.0 L | L1 |
| 2 | L2₹97.5 L+₹5.5 L (6.02%) | ₹97.5 L+₹5.5 L (6.02%) | L2 |
| 3 | L3₹98.5 L+₹6.5 L (7.10%) | ₹98.5 L+₹6.5 L (7.10%) | L3 |
| 4 | L4₹99.4 L+₹7.4 L (8.03%) | ₹99.4 L+₹7.4 L (8.03%) | L4 |
Tender Value
₹88.7 L
EMD Value
₹1.3 L
Closing Date
7 May 2026, 5:00 pmClosed
- ULLHAS DESHMUKH(DFLT)
EXECUTIVE ENGINEER CGKV
CONSTRUCTION OF BT ROAD AT DSVCKV PREMISES ANJORA DURG
189208
NIT NO. E.E./F-03(4)/2026-2027/24 Dated 10.04.2026
RESTRICTED TENDER
Works
PERCENTAGE
EXECUTIVE ENGINEER CGKV
13 documents required · 13 mandatory
Chhattisgarh Kamdhenu Vishwavidyalaya(CGKV)
Works
- ULLHAS DESHMUKH(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
EXECUTIVE ENGINEER CGKV
ANJORA(DURG)
CGKV DURG
No
0
189208
7 May, 2026 5:00:00 PM IST
14 May, 2026 2:00:00 PM IST
17 Apr, 2026 5:00:00 PM IST
NIT NO. E.E./F-03(4)/2026-2027/24 Dated 10.04.2026
CONSTRUCTION OF BT ROAD AT DSVCKV PREMISES ANJORA DURG
133000.00 INR
Demand Draft (OFFLINE) Fixed Deposit Receipt (OFFLINE)
8868000.00
2
12 May, 2026 5:00:00 PM IST
8868000
0.00 INR
20d 2h 38m
13 documents required · 13 mandatory
₹0
₹1.3 L
7 May 2026
17 Apr 2026
14 May 2026
17 Apr 2026
7 May 2026
17 Apr 2026
12 May 2026
DETAILED ESTIMATE FOR CONSTRUCTION OF 3.50 M WIDE BITUMEN ROAD AT DAAU SHRI VASUDEV CHANDRAKAR KAMDHENU VISHWAVIDHYALAYA , ANJORA DURG
SNO/SOR PARTICULAR QTY UNIT
1/3.2 Excavation in soil ( by mechanical means ) for roadway…. As per relevant clauses of section 300 1722.0 Cum
2/3.14 Compacting original Ground supporting embankment, loosening levelling and compacting original….. 300-2 for embankment construction. 574.0 Cum
3/4.1 A( I ) Granular sub-base as per table .. Construction of granular sub base by providing graded material, carriage of mixed material to work…. For lower sub-base with Grading-III material 545.3 Cum
4/4.1 ( b ) (ii) Construction of granular sub-base by providing graded material, carriage of mixed… base with Grading-VI material 545.3 Cum
5/4.60 Wet mix Macadam ( Providing, laying, spreading and compacting … vibratory roller to achieve the desired density as per clause 406. 545.3 Cum
6/5.5( A ) ( ii ) Dense Bitumin Macadam ( Providing, laying, spreading and compacting … with sensor paver finisher for Grading -II 26.5 mm nominal size bitumin content 4.50%. 272.7 Cum
7/5.1 ( i ) Priming coat ( P&A primer coat with oil based bitumen ,,,, WBM.WMM surface @0.85 kg/sqm 5022.5 Sqm
8/5.7( A ) ( iv ) Bituminous Concrete ( Providing & Laying bituminous concrete with minimum 40-60 TPH…. ( 13.2 mm nominal size ) with bitumen 6.0 %. 272.7 Cum
9/5.2 ( I ) Tack coat providing and applying tack coat with bitumen …. ( I ) bituminous surface @ 0.25 kg / sqm 5022.5 Sqm
10/5.2 ( ii ) Tack coat providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS 8887 ) using…. Granular surfaces treated with prime @0.30 kg/sqm 5022.5 Sqm
11/8.22 Road marking with Hot Applied thermoplastic compound with reflectorizing glass beads… uniform and free from streaks and holes.) 354.5 Sqm
ASSISTANT ENGINEER EXECUTIVE ENGINEER
DSVCKV ANJORA DURG
boq_comp_chart.xls
BOQ Comparative Chart • 0.02 MB
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details.html
html • 1.09 MB
5506525379755139370_189208_SHORT NIT NEW.pdf
NIT • 0.85 MB
3908962248974066040_189208_Detailed NIT.doc
NIT • 0.22 MB
9104739598007234629_189208_Tender Document.doc
NIT • 0.11 MB
3660035414170518862_189208_BT road anjora schedule.xlsx
BOQ • 0.01 MB
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