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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹35.8 LAccepted-AOC 44 AGAR NIWAS CIVIL LINE BALIPUR PRATAPGARH UTTAR PRADESH UP | I | Accepted-AOC I Lowest | |
| 2 | II₹37.6 LRejected-AOC | II | Rejected-AOC II Lowest | |
| 3 | III₹38.6 LRejected-AOC 56 LAXMANPURI COLONY ALLAHABAD ROAD SULTANPUR | SULTANPUR | SULTANPUR | UTTAR PRADESH | III | Rejected-AOC III Lowest | |
| 4 | Not Admitted-Fee/PreQual/Technical JHARIA BENIGANJ HARDOI | BENIGANJ | HARDOI | UTTAR PRADESH | - | Not Admitted-Fee/PreQual/Technical Others-BID CAPACITY NOT PROVIDED | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-EXPERIENCE AND BID CAPACITY NOT PROVIDED |
Tender Value
₹40.0 L
EMD Value
₹80,000
Closing Date
28 Jan 2022, 5:00 pmClosed
Executive Engineer, SSK-41, Amethi
Executive Engineer, Sharda Sahayak Khand-41, Gauriganj, District Amethi
Construction of Boundary wall, C.C. Road, Gates and earthwork in filling in campus of newly proposed Inspection House at Gauriganj District Amethi.
2022_UPIDC_673928_1
03/E.E./S.S.K-41/2021-22
Open Tender
Civil Works - Buildings
Item Rate
365 days
Gauriganj Amethi
As per tender notice.
2 documents required · 2 mandatory
₹2,754
Executive Engineer, Sharda Sahayak Khan-41, Amethi
₹80,000
24 Nov 2022
8 Jan 2022
29 Jan 2022
8 Jan 2022
28 Jan 2022
8 Jan 2022
Amount
Construction of Boundary Wall
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
Providing and laying in cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete, including cost of form work, in foundation and floors.
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 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
R.C.C. work with cement approved coarse sand and 20mm guage approved stone grit in the proportion of 1:1:5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20
First class brick work in 1:3 cement and coarse sand of 2.25 fineness modulus) mortar in for super structure above plinth level upto floor two level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than12cm.
Mild steel or iron in plain work such as reinforced concrete of reinforced, brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
12 mm plaster with cement mortar in proportion of 1: 3cement & fine sand of 1.25 F.M.(For weather exposing surface)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Finishing walls with water proof cement paint of approved make and qualify on new work with two coats to give an even shade including supply of all material, labour and T& P etc. required for proper completion of work.
Description of Work / Item(s)
Amount
Construction of C.C. Road
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
Providing and laying in Cement concrete 1:6:12 (1 Cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size) and curing complete, including cost of form work, in foundation and floors.
Providing and laying in cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete, including cost of form work, in foundation and floors.
Providing and laying 80 mm thick Rubber moulded reflecting zig zag tiles of precast compressed C.C. passing minimum 30 Mpa compressive strength ISI marked of approved size, design & shape, laid in grey 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.
Providing and laying in cement concrete 4:2:1 of not less than strength of M150 stone ballast (20 mm nominal size grit) ratio 2 approved coarse sand ratio 1 cement.
First class brick work in 1:3 cement and coarse sand of 2.25 fineness modulus) mortar in foundation and plinth including supply of all materials, laborand tools & plants etc. required for proper completion of the work.
12 mm thick cement plaster in cement mortar in proportion of 1:3 cement and coarse sand of one part cement and three parts of approved coarse sand.
Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using Grade A sealing compound per cm depth per cm width per metre length
Description of Work / Item(s)
Amount
Construction of M.S. Gate
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
Providing and laying in cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete, including coast of form work, in foundation and floors.
R.C.C. column work with cement approved coarse sand and 20mm guage approved stone grit in the proportion of 1:1:5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20.
Mild steel or iron in plain work such as reinforced concrete of reinforced, brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
12 mm thick cement plaster in cement mortar in proportion of 1:3 cement and coarse sand of one part cement and three parts of approved coarse sand.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Finishing walls with water proof cement paint of approved make and qualify on new work with two coats to give an even shade including supply of all material, labour and T& P etc. required for proper completion of work.
Mild steel or iron in heavy size for gate wrought to required from including drilling holes riveting or welding where necessary and their fixing required for proper completion of work.
Painting or varnishing on iron work in small area or new wood work with one coat of ready mixed priming paint & one coat of approved superior ready mixed paint of clear synthetic varnish including supply of all materials, labour tools & Plants etc, required for proper completion of the work paint to be used should confirm the ISI no. 103.1950 and for 1 extra coat.
Description of Work / Item(s)
Amount
Earthwork filling in Campus.
Earthwork in filling by power transport for a lead upto 2.0 km including excavation loading, unloading, manual compaction and dressing including all lifts.
NKS Construction
SATYA DEV MISHRA
NKS Construction
SATYA DEV MISHRA
SATYA DEV MISHRA
NKS Construction
NKS Construction
SATYA DEV MISHRA
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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