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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹32.1 L (10.4%)Admitted-Finance | ₹3.4 Cr+₹32.1 L (10.4%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical as per attached document |
| Sl No | Description | Qty | Unit | SHABNAM ENTERPRISES L1 | S D CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Interception & Diversion and construction for Nala tapping (Wier wall/Gate wall) arrangements for 1 nos Drains | |||||
| 2.00Survey, Design and construction of Interception and diversion arrangements for 1 nos of Drains including Making of earthen bund across the existing drain for diversion during construction period, dewatering, excavation including watering, ramming, dressing, back filling between wall and foundation and disposal of surplus earth and Sludge ,Stone Boulder pitcing, PCC (1:4:8), RCC work (M-25), Reinforcement,CI foot steps interconnection with interceptor sewer line along with supply and fixing, installation of SS coarse screen, SS Sluice gate, sluice valve, connection to interceptor line including supply of all material labour, T&P etc. and other related work as per direction of engineer incharge. | |||||
| 2.01 | Jai Gurudev Drain | 1 | Job | 10,00,000 ₹11,80,000 Lowest | 11,50,000 ₹13,57,000 |
| 3.00Interceptor Sewer Line by Open cut method | |||||
| 4.00Excavation for following depth below G.L. for laying of sewers in ordinary soil earth, sand, loam and clay including cutting of jointing pits, trimming dressing leveling refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled materials up to distance 50m from the centre of trenches. | |||||
| 4.01 | 0.0 to 1.5 M | 982.5 | cum | 2,45,625 ₹2,89,837.5 Lowest | 2,75,100 ₹3,24,618 |
| 4.02 | 1.5 to 3.0 M | 539.28 | cum | 1,61,784 ₹1,90,905.12 Lowest | 1,77,962.4 ₹2,09,995.63 |
| 4.03 | 3.0 M to 4.5 M | 608.85 | cum | 2,00,920.5 ₹2,37,086.19 Lowest | 2,31,363 ₹2,73,008.34 |
| 4.04 | 4.5 M to 6.0 M | 678.38 | cum | 2,37,433 ₹2,80,170.94 Lowest | 2,37,433 ₹2,80,170.94 Lowest |
| 4.05 | 6.0 M to 7.5 M | 550.14 | cum | 2,36,560.2 ₹2,79,141.04 Lowest | 2,64,067.2 ₹3,11,599.3 |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
29 Feb 2024, 2:00 pmClosed
Superintending Engineer Circle Office UPJN R PRG
Circle Office ,Near TV Tower OHT Campus Ashok Nagar Prayagraj
Survey Investigation Design Build Operate and Transfer of Interception Diversion and Construction of Drain Tapping of 01 Nos. Drains Gravity Sewer line (975.00 Mtr) with Operation Maintenance period of 06 Years at Jai Gurudev Drain prayagraj
2024_UPJNG_890560_1
34/E TENDER / 10 DT 31.01.2024
Open Tender
Civil Works
Item Rate
180 days
PRAYAGRAJ
As per Bid Document
2 documents required · 2 mandatory
₹11,800
PROJECT MANAGER GPCU UPJN R
₹4.3 L
Prayagraj
14 Mar 2024
8 Feb 2024
29 Feb 2024
8 Feb 2024
29 Feb 2024
16 Feb 2024
8 Feb 2024 - 17 Feb 2024
12 Feb 2024
Interception & Diversion and construction for Nala tapping (Wier wall/Gate wall) arrangements for 1 nos Drains
Survey, Design and construction of Interception and diversion arrangements for 1 nos of Drains including Making of earthen bund across the existing drain for diversion during construction period, dewatering, excavation including watering, ramming, dressing, back filling between wall and foundation and disposal of surplus earth and Sludge ,Stone Boulder pitcing, PCC (1:4:8), RCC work (M-25), Reinforcement,CI foot steps interconnection with interceptor sewer line along with supply and fixing, installation of SS coarse screen, SS Sluice gate, sluice valve, connection to interceptor line including supply of all material labour, T&P etc. and other related work as per direction of engineer incharge.
Jai Gurudev Drain
Interceptor Sewer Line by Open cut method
Excavation for following depth below G.L. for laying of sewers in ordinary soil earth, sand, loam and clay including cutting of jointing pits, trimming dressing leveling refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled materials up to distance 50m from the centre of trenches.
Extra on above for excavation in soil mixed with moorum Shringle kankar etc. where special T&P is to be used
Supply of following sizes of RCC NP4 S&S Hume pipes from factory to divisional store including Rubber Gaskets/Rings etc. also including transportations loading, unloading, stacking all taxes excise dutiy insurance etc. complete
400 mm Dia RCC NP3
Survey, review of design and re-design if required, laying of Following dia of RCC NP4 pipe with protection work true to alignment and slope as per design, Socket / spigot pipes, rubber rings jointing materials and specials from store to the work lowering the same in to the trenches up to depth as specified below G.L. true to alignment and gradient,, Barricading, traffic diversion arrangement, refilling of trenches with proper compaction including Dismantling & Permanent reinstatement of dismantled roads, Shifting of Utilities like Electric polls, Telephone Cable,Sewer line, Water line Etc. cost of all jointing material, testing & commissioning including supply of all material, labour, T&P as per design etc. required for proper completion of work. (From Jai Gurudev I&D to Existing Basna Nala SPS)
400 mm Dia RCC NP4
0.0 to 1.50 m BGL
1.50 to 3.0 m BGL
3.0 to 4.50 m BGL
4.50 to 6.0 m BGL
6.0 to 7.50 m BGL
7.50 to 9.0 m BGL
9.0 to 10.50 m BGL
10.50 to 12.0 m BGL
Disposal of surplus earth with in 8 km radius including labour, material ,T&P etc Complete.
Construction of RCC manhole of following sizes up to HFL including Excavation,Dewatering,labour, materials,Reinforcement, shuttering, curing, T&P, heavy duty SFRC cover testing & commissioning etc. complete as per CPHEEO manual and latest provision of IS Code.
1800 mm Dia (7.50 to 9.0 m Depth )
1800 mm Dia (5.0 to 7.50 m Depth )
1500 mm Dia (5.0 to 7.50 m Depth )
Laying of RCC cradle bedding including Supply of all material, Reinforcement ,Labour , T&P etc complete as per directions of Engineer in charge including all other expenses etc.
Laying of Granular bedding including Supply of all material ,Labour , T&P etc complete as per directions of Engineer in charge including all other expenses etc.
Dewatering with the help of dewatering pumping plants etc. equipment to lower down the water table near the trenches during excavation and laying the sewer line including all labour T&P , fuel etc. complete
Operation & Maintenance of all civil works including 1 Nos I&D of Drains and Gravity Interceptor Line and allied work for 6 years
1st Year
Manpower
Repair and maintenance
2nd Year
Manpower
Repair and maintenance
3rd Year
Manpower
Repair and maintenance
4th Year
Manpower
Repair and maintenance
5th Year
Manpower
Repair and maintenance
6th Year
Manpower
Repair and maintenance
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