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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹53.4 LAccepted-AOC AADINATH ENTERPRISES VARDHAMAN AUTOMOBILE BYE PASS ROAD BENGALI CAMP CHANDRAPUR 442401 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442401 | L-1 | Accepted-AOC Work Awarded | |
| 2 | L-2₹60.5 L+₹7.0 L (13.2%)Rejected-Finance NEAR NEW BUS STOP CHANDANI NAGAR GHUGUS TAH DIST CHANDRAPUR GHUGUS 442505 | GHUGUS | CHANDRAPUR | MAHARASHTRA | 442505 | L-2 | Rejected-Finance Due to L-2 Bidder. | |
| 3 | L-3₹63.3 L+₹9.8 L (18.4%)Rejected-Finance SARKAR NAGAR LAND RECORD COLONY GAJANAN MANDIR CHANDRAPUR 442401 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442401 | L-3 | Rejected-Finance Due to L-3 Bidder. | |
| 4 | L-4₹63.9 L+₹10.4 L (19.5%)Rejected-Finance PILOT NO 23 SUBHASH WARD WARORA DISTRICT CHANDRAPUR MS 442 709 | WARORA | CHANDRAPUR | MAHARASHTRA | 442709 | L-4 | Rejected-Finance Due to L-4 Bidder. | |
| 5 | L-5₹65.6 L+₹12.2 L (22.7%)Rejected-Finance | L-5 | Rejected-Finance Due to L-5 Bidder. |
Tender Value
₹97.3 L
EMD Value
₹1.2 L
Closing Date
29 Dec 2022, 12:00 pmClosed
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Widening of existing WBM road from MSF Check Post to Ammonium Nitrate Shed turning at Yekona-II OC Mine at Amalgamated Yekona Sub Area of Majri Area.
2022_WCL_264818_1
ma4450-civ-e049-2022-23/530 Dated 12.12.2022
Open Tender
Civil Works - Roads
Item Rate
90 days
Yekona Sub Area
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.2 L
6 May 2023
13 Dec 2022
30 Dec 2022
14 Dec 2022
29 Dec 2022
14 Dec 2022
14 Dec 2022 - 24 Dec 2022
Amount
Carriage of Earth/Moorum by mechanical means including loading unloading and stacking with a lead of 2 Kms etc. complete as per instruction of Engineer-in-charge.
Spreading Earth/OB for side width etc. complete as per instruction of Engineer-in-charge.
Compacting the Hard Moorum/ OB side width including laying in layers on each side etc. complete as per instruction of Engineer-in-charge.
Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-I Material.
Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-II Material.
Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Manual Means Grading- I (63 to 45mm) Using Screening Type-A (13.2mm Agg.).
Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Manual Means Grading- II (53 to 22.4mm Using Screening Type-B (11.2mm Agg.)
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes.
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1200 mm dia RCC pipes. (Laying by manual/ machanical means).
Total impact of GST for the purpose of CTC
KUBER VARMA
M/S SHIVAJI SINGH
M/s C R Thakre
Damodhar W. Dethe
P. R. BULAKE
Pravis Enterprises Pvt. Ltd.
M/S. S V M CONSTRUCTION
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