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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L-1 | Accepted-AOC The work is awarded to L-1 Bidder |
| 2 | L-2₹1.2 Cr+₹4.3 L (3.61%)Rejected-Finance AT SAMALEI VIHAR PANCHGACHHIA PO BARAIPAH | ₹1.2 Cr+₹4.3 L (3.61%) | L-2 | Rejected-Finance DUE TO L-2 BIDDER |
| 3 | L-3₹1.2 Cr+₹6.1 L (5.10%)Rejected-Finance 615 BHAIROTAL BAZA DAFAI BHAIROTAL KORBA CG 495454 | KORBA | CHHATTISGARH | 495454 | ₹1.2 Cr+₹6.1 L (5.10%) | L-3 | Rejected-Finance DUE TO L-3 BIDDER |
| 4 | L-4₹1.3 Cr+₹6.6 L (5.54%)Rejected-Finance AT SAMALEI VIHAR PANCHGACHHIA PO BARAIPAH | ₹1.3 Cr+₹6.6 L (5.54%) | L-4 | Rejected-Finance DUE TO L-4 BIDDER |
| 5 | L-5₹1.3 Cr+₹15.7 L (13.2%)Rejected-Finance | ₹1.3 Cr+₹15.7 L (13.2%) | L-5 | Rejected-Finance DUE TO L-5 BIDDER |
Tender Value
₹2.0 Cr
EMD Value
₹2.5 L
Closing Date
8 Aug 2022, 5:00 pmClosed
General Manager (Civil), SECL, Gevra Area
Office of the General Manager (Civil) , SECL, Gevra Area, PO Gevra Project, Distt.- Korba (CG)
Modification of external main drain from near Saraswati Shishu Mandir to Krishna Nagar Village at Gevra Area
2022_SECL_250939_1
SECL/GA/GM(C)/ETN/22-23/72 dtd 21/07/2022
Open Tender
Civil Works - Others
Item Rate
120 days
GEVRA AREA
As per NIT
5 documents required · 5 mandatory
₹2.5 L
3 Nov 2022
23 Jul 2022
10 Aug 2022
23 Jul 2022
8 Aug 2022
24 Jul 2022
23 Jul 2022 - 1 Aug 2022
Amount
Items Description/ Heading
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking for a lead of 5 km Earth
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring onforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
Total impact of GST for the purpose of CTC
ANJANI KUMAR SINGH
SANTOSH AGRAWAL
NARENDRA KUMAR SINGH
BS-SS-SKB (JV)
SKYLINE PROJECTS
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