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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹3.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 Cr+₹1.8 L (0.52%)Rejected-AOC 0 AJAY KUMAR 85 HASTAM HASTAM BANDA UTTAR PRADESH 210001 HASTAM BANDA UTTAR PRADESH 210001 UDYAM UP 13 0007628 | BANDA | UTTAR PRADESH | 210001 | ₹3.4 Cr+₹1.8 L (0.52%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical KRISHNA COMPLEX JAIN COLLEGE ROAD SAHARANPUR UTTAR PRADESH PIN CODE 247001 | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 1 234 8 | ALIGARH | UTTAR PRADESH | 202001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
4 Jun 2020, 4:00 pmClosed
Superintending Engineer
139 Pratappura Agra
Construction of Ghat in front of Devrah Aashram at Right Bank of River Yamuna in Verndavan Mathura.
2020_UPIDC_476400_1
01/SE/2020-2021
Open Tender
Civil Works
Item Rate
150 days
Verndavan at Mathura
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
₹7.8 L
Yes
30 Oct 2020
28 May 2020
6 Jun 2020
28 May 2020
4 Jun 2020
28 May 2020
Amount
Supplying and Filling of old/used Empty Cement bags with local earth/sand from river bed sewing with sutli , placing in position, t&p, labour ,Royality all taxes etc complete in all respect including cost of old/used Empty Cement bags for making coffer dam as per direction of Engineeer In charge
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of private land and earth work in embankment to be in 20 cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50 m lift and 1.00 km. lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank withen 30 m distance as directed by Engineer in charge & also including all cost of borrwed earth from pvt. land, material, labour & T&P etc. complete.
Driving sheet piles including all material labour and T&P etc required for proper complition of work.
E/W in cutting from bed of river and disposal within 1.0Km. As per durected by Engineer in charge. Including all labour and T&P etc. complete
E/W in making approach road with mechanical compaction including cost of all labour, T&P and water arrangement required for proper complition of work.
Earth work in excavation in foundation including wet earth under water and extra mixed with chhary, bajri etc. including labour and T&P etc.. Complete.
Earth work in foundation in ordinary soil including lift up to 1-50m and lead up to 30m and including back filling watering and remming of excavated earth into the trenches or into the space between the structure and the side of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge up to the distance of 30M from the foundation trenches etc.
Shuttering for concrete including cost of shuttering labour and T&P etc. complete.
Shuttering for CC Bolcks regulator works including cost of shuttering labour and T&P etc. complete.
Laying CC 1:2:4 Mix (M-15) cement, coarse sand and 20 well graded mm dowen graded stone grit including cost of all material, labour and T&P etc. complete but excluding cost of shuttering.
Laying CC 1:1.5:3 Mix (M-20) cement, coarse sand @ 20mm well stone grit including cost of all material, labour and T&P etc. complete but excluding cost of shuttering.
Reinforcement including cutting, bending,binding and placing in position including all cost of labour material binding wire and etc. complete.
Centering and shuttering (steel shuttering) for R.C.C. work including cost of all labour, material and T&P etc. Complete.
Laying R.C.C. 1:1.5:3 Mix (M-20) cement, coarse sand & 20 mm down graded stone grit including cost of all material, labour and T&P etc. complete but excludiing cost of Centering, shuttering & Reinforcement.
Brick work in 1:4 cement mortar inwith course sand FM>2 including cost of all material, labour and T&P required for proper completion of work.
Supply and laying 60 mm thick decorative Red sand Stone with 1:3 CM including cost of all material, labour and T&P etc. required for proper completion of work.
Supply and Laying dry cut/split stone boulder (size 20 - 40 Kg) in launching apron as directed by Engineer-in-charge and also including cost of all material, labour and T&P etc..
Supply and Laying coarse sand(moorum) including cost of all material, labour and T&P etc..
Supply and Laying 4.75mm -10 mm coarse aggregate in filter below pitching including cost of all material, labour and T&P etc..
Laying boulder pitching with 20-40 Kg. stone boulder including cost of all material, T&P and labour etc. required for proper completion of work.
Grouting stone pitching with grout mix in 1:2 cement mortar including cost of all material, labour and T&P etc. complete.
Cement pointing in 1:2 cement mortar (struck deep) on brick masonary including cost of all material, labour and T&P etc. required for proper completion of work.
Earth work in removal of Coffer Dam & Cross bar including all lead & lift with its proper disposal as per direction of Engineer - in - incharge including cost of labour & T&P etc. complete.
Providing and fixing stainless steel(grade 304) railing made of hollow tubes, channel etc. including welding, grinding, buffling, polishing and making curvature and also including all material, labour & T&P etc. complete.(Wt. = 60 kg/sq.m.)
Construction of granular sub-base by providing well graded material, spreading in unifor, layers with motor grader on prepared surface, mixing by mix in placed method with 2% cement(OPC) with Rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per specification clause 401 & directed by Engineer-in-charge including cost of all material, all machinery charges, labour and T&P etc. required for proper completion of work.
Providing, laying, spreading and compacting machine crushed stone ballast of approved quality of 53-22.4 mm size of water bound macadam of G-3 specifications with 4% cement including spreading uniform thickness, hand packing rolling with proper roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e stone dust to fill up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, gaurding, barricading etc. including cost of all material, all machinery charges, labour and T&P etc. required for proper completion of work as per MORD specification no. 404.
S/laying R.C.C. Hume pipe at cut (N.P-3) including fixing in alignment and gradient filling the joint with spun yarn soaked with in bitumin and jointing with 1:1 cement mortar in coarse sand and also including excavation and backfilling with all labour and T&P required for proper completion of work.
Supplying and filling stone grit size 4 - 10 mm in jhirries between C.C. blocks apron filter including cost of all material, labour and T&P etc. complete.
Providing and laying bitumen cake including cost of all material, labour and T&P etc. complete.
Applying ready mix primer including cost of material on steel steel pile.including cost of all material, labour and T&P etc. complete.
Applying one coat Anticorosive paint including cost of material on steel steel pile.including cost of all material, labour and T&P etc. complete.
Surface dewatering of foundation and launching apron i/c of all arrangement in KWH by diesel pump sets.
M/S AJAY KUMAR CONTRACTOR
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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