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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.2 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED DUE TO LOWEST RATE AND FULFILLING THE TECHNICAL CRITERIA AS PER NIT. | |
| 2 | L2₹43.5 L+₹2.7 L (6.58%)Rejected-Finance | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE AS PER TENDER COMMITTEE. | |
| 3 | L3₹43.8 L+₹2.9 L (7.21%)Rejected-Finance CAMP Q NO H 54 WARD NO 17 HALLOW BLOCK KOTMA COLLIERY DIST ANUPPUR MP | KOTMA | ANUPPUR | MADHYA PRADESH | L3 | Rejected-Finance REJECTED DUE TO HIGHER RATE AS PER TENDER COMMITTEE. | |
| 4 | L4₹49.8 L+₹8.9 L (21.9%)Rejected-Finance QTR NO 1B 43 STAFF COLONY PO JAMUNA COLLIERY DISTT ANUPPUR M P 484444 | ANUPPUR | MADHYA PRADESH | 484444 | L4 | Rejected-Finance REJECTED DUE TO HIGHER RATE AS PER TENDER COMMITTEE. | |
| 5 | L5₹50.4 L+₹9.5 L (23.3%)Rejected-Finance | L5 | Rejected-Finance REJECTED DUE TO HIGHER RATE AS PER TENDER COMMITTEE. |
Tender Value
₹87.7 L
EMD Value
₹1.1 L
Closing Date
26 Sept 2022, 5:00 pmClosed
Staff Officer (Civil)
Office of the Staff Officer (Civil), Jamuna Kotma Area, Phone - 9425531831.
Strengthening of Approach for Weigh Bridges, Cement Approach Road for Diesel Filling Pump, Repairing of Ramp in Weigh Bridge No. 2, 3, 5 and Strengthening of Floor in Front of MTK Office and Canteen at Amadand OCP of Jamuna Kotma Area.
2022_SECL_254847_1
SECL/JK/SO(C)/ETED/22-23/49
Open Tender
Civil Works - Roads
Item Rate
120 days
AOCP
Please Refer Tender Documents.
5 documents required · 5 mandatory
₹1.1 L
24 Feb 2023
1 Sept 2022
27 Sept 2022
1 Sept 2022
26 Sept 2022
2 Sept 2022
2 Sept 2022 - 21 Sept 2022
Amount
Item Description/ Heading
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.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge: All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: 1:4:8 ( 1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: 1:1.5:3 ( 1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete: Hot rolled deformed bars.
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.
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Total impact of GST for the purpose of CTC
JAI BALAJI CONSTRUCTION CO.
Ram Awadh Singh
bsreddy
BALAJI CONSTRUCTIONS
M/S. PANDEY CONSTRUCTION CO.
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