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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.1 LAccepted-AOC | ₹59.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹61.3 L+₹2.2 L (3.71%)Rejected-AOC | ₹61.3 L+₹2.2 L (3.71%) | L2 | Rejected-AOC L2 |
| 3 | L3₹63.8 L+₹4.7 L (7.91%)Rejected-AOC MOHALLA LUHARI SARAI NAGINA DISTRICT BIJNOR UTTAR PRADESH | NAGINA | BIJNOR | UTTAR PRADESH | ₹63.8 L+₹4.7 L (7.91%) | L3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical 194 1 MATA WALA BAGH PURANI TEHSIL ROORKEE HARIDWAR UTTARAKHAND 247667 | HARIDWAR | UTTARAKHAND | 247667 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹70 L
EMD Value
₹1.4 L
Closing Date
11 Apr 2023, 2:00 pmClosed
SE
MBD
lot05
2023_UPIDC_794251_1
02/SE/2022-23
Open Tender
Civil Works - Bridges
Item Wise
180 days
amroha
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹1.4 L
22 Dec 2023
6 Apr 2023
11 Apr 2023
6 Apr 2023
11 Apr 2023
6 Apr 2023
Amount
Earth work in excavation in foundation of Bridge etc. in ordinary soil excavation to be in the form of regular Pits and Earth Work in embankment to be in 20cm. layer including ramming and dressing the surface to the required levels and slopes. and also including 30 m lead and all lifts the earth from cutting to be used in making Canal Section or to be deposited in Spoil Bank as per direction of Engineer in charge in the section
Laying Cement concrete in M-10 1:3:6 including all costs of T&P material required for proper completion of work.
Laying Cement concrete in M-15 1:2:4 including all costs of T&P material required for proper completion of work.
Laying Cement concrete in M-20 1:1.5:3 in Toe wall Transitions sleepers lining etc. including all costs of T&P material required for proper completion of work.
Laying R.C.C. in M-25 1:1:2 in Raft wall bridge, wearing Coat etc. including all costs of T&P material required for proper completion of work.
Centering and shuttering for C.C. works in Toe , Transition wall including cost of all labour and T&P etc. complete.
Centering and shuttering for ordinary R.C.C. works including cost of all labour and T&P etc. complete.
Centering and Shuttering for Special type of R.C.C. works including cost of all labour and T&P etc. complete.
Laying of reinforcement in R.C.C. including Cutting, Bending, Binding and Placing etc. Including cost of all labour and T&P etc. Complete.
S/L Settlement Joint with G.P./ Copper/Stainless steel water stop including cost of all labor and T&P etc. Complete.
Providing Brick pitching Including cost of all labour and T&P etc. Complete.
S/F 60 cm. long 50 mm dia P.V.C. Pipe Spout including cost of all labor and T&P etc. Complete.
Filling up sealing compound or making contraction joint including cost of all labour and T&P etc. Complete.
Providing & Fixing 150 mm wide water stop seal including cost of all labour and T&P etc. Complete.
Dismantling of existing Road Including cost of all labour and T&P etc. Complete.
Earth work in filling for lifting the level of roads upto the VRB levelsincluding Cost of all labour and T&P etc. Complete.
Earth work in filling for Diversion including Cost of all labour and T&P etc. Complete.
Providing Brick on edge Soling For Diversion Including cost of all labor and T&P etc. Complete.
Making wall & for stopping traffic in M- 100 B/W in 1:6 Cement mortar cost of all labour and T & P etc. Complete for diversion.
Dismantling of brick on edge soling from diversion including cost of all labour and T&P etc. Complete.
Disposal of earth from the Road of diversion including cost of all labour and T&P etc. Complete.
Laying & consolidation of stone ballast 40-63 mm stone ballast in damage and port holes on the road as per requirement i/c making earthen medies opening stack ballast binding with good earth & watering . Rolling with roller 8-10 tonnes in stage of proper grade and camber applying and brooming requisite type of screening / binding material to fill up the interstick to coarse aggregate watering and compacting to the required density as per as directed by Engineer-in -charge.
Laying & consolidation of stone ballast 22-53 mm stone ballast in 97 mm loose (compacted 75 mm) layer on existing road. i/c making earthen medies opening stack ballast binding with good earth & watering . Rolling with roller 8-10 tonnes in stage of proper grade and camber applying and brooming requisite type of screening / binding material to fill up the interstick to coarse aggregate watering and compacting to the required density as per as directed by Engineer-in -charge.
Bitumen painting with 16-22 mm gauge stone girt over W-B surface (Ist coat ) i/c supply of mixphalt & girt & fuel wood etc i/c maintenance of a side patries & watering then during operation for proper completion of the work as directed by Engineer in charge
Providing laying & rolling of open grade premix surfavce of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate using bitumen 80/100 to required line grade & level to serve as wearing coarse i/c tack coat including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.
Providing laying premix seal coat using crushed stone dust & bitumen 80/100 grade i/c all labour T&P & machinery including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.
Providing and laying primer coat /tack coat including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.
Providing brick line edging on both side of road including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.
M/S VIPIN KUMAR CONTRACTOR
LAIQUE AHMAD
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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