Uttar Pradesh Jal Nigam-UPJN has published Survey Investigation Design, Build, Operate, Transfer Of Sewage Treatment Plant, Main Pumping Station, Renovation Restoration Work In Existing Sewer System In Azamgarh Town Under Scheme On Dbot Mode Survey Investigation Design, Build, Operate, Tr. Submission Date for this Tender is 09-12-2021. Sewerage Construction Tenders in AZAMGARH Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 18-Nov-2021 | Pre Bid Meeting Date | Date | 01-12-2021 |
| 2 | 29-Nov-2021 | Time Extention | Date | 09-12-2021 |
| 3 | 07-Dec-2021 | 1532/etender/m8/174/02-12-2021 | Technical Bid | 09-12-2021 |
| Sl. No. | Item Description |
| 1 | Design, development, Engineering,Procurement, Erection, Operate, Transfer ofcivil, electro mechanical and instrumentation control works, including testing, commissioning Trail and Run of 8 MLD STP in Azamgarh City with appropriate and cost effective technology. |
| 2 | Design,Engineering, Procurement, Installation TestingCommissioning,Trail and Run,Operate, Transfer Electrical/Mechanical Intrumentation work of8 MLD MPS . |
| 3 | Power Connection work with independent feeder of STP and MPS |
| 4 | Excavation for following depth below ground level for laying of Sewers, manholes, gulley pits, sumps etc in ordinary soil including cutting of joint pits triming, dressing, leveling refilling of trenches in 15 cm layer. |
| 5 | Ordinary soil |
| 6 | 0.00- 1.50 m depth |
| 7 | 1.50 -3.00 m depth |
| 8 | 3.00- 4.50 m depth |
| 9 | 4.50 - 6.00 m depth |
| 10 | Same as item Sr. No. 2 but excavation in soil mixed with kanker |
| 11 | 0.00- 1.50 m depth |
| 12 | 1.50 -3.00 m depth |
| 13 | 3.00- 4.50 m depth |
| 14 | 4.50 - 6.00 m depth |
| 15 | Supply of all materials labour T&P etc and laying as bedding of sewer pipe lines |
| 16 | Well graded crushed rock or gravel maximum size 25 mm |
| 17 | 0.00- 1.50 m depth |
| 18 | 1.50 -3.00 m depth |
| 19 | 3.00- 4.50 m depth |
| 20 | 4.50 - 6.00 m depth |
| 21 | 100 mm thick lean concrete work in bedding below GL at special depth with cement , local sand and 40 mm gauge brick ballast in 1:5:10including supply of all material labour T&P etc complete. |
| 22 | 3.00- 4.50 m depth |
| 23 | 4.50- 6.00 m depth |
| 24 | 100 mm thick PCC work in bedding below G.L. at special depth with cement , local sand and 20 mm gauge stone ballast in 1:2:4 including supply of all material labour T&P etc complete |
| 25 | 3.00- 4.50 m depth |
| 26 | 4.50- 6.00 m depth |
| 27 | Provide and fix open timbring ( covering 1/3rd surface area by planks ) in trenches for the depth from 0.00 to 3.00 m below ground level consisting of 4.00 cm thick approved cuntary wood planks for polling boards (125 mm x 75 mm) Indian Sal wood waler. |
| 28 | 0.00- 1.50 m depth |
| 29 | 1.50- 3.00 m depth |
| 30 | Same as item No. 4 but close timbring below ground level with 50 mm thick country wood planks 150 mm x 75 mm indian sal wood walers and 125 mm thick sal ballies. |
| 31 | Same as item No. 4.2 but left in trenches. 3.00- 6.00 m depth |
| 32 | Supply and laying jointing of following sizes and types of A.C. / R.C.C. non pressure pipes of different classes including all required jointing material rubber rings socket/ spigot from store to site of works laying true to alignment caulking the joints with necessary open yarn soaked. |
| 33 | AC SEWER PIPE ( By MAZZA Process) |
| 34 | 150 mm Dia |
| 35 | 0.00-1.50 m Depth |
| 36 | 1.50-3.00 m depth |
| 37 | 200 mm Dia |
| 38 | 0.00-1.50 m Depth |
| 39 | 1.50-3.00 m depth |
| 40 | 250 mm Dia |
| 41 | 1.50-3.00 m depth |
| 42 | 3.00-4.50 m depth |
| 43 | NP3 Pipes |
| 44 | 300 mm Dia |
| 45 | 3.00-4.50 m depth |
| 46 | 4.50- 6.00 m depth |
| 47 | NP4 Pipes |
| 48 | 300 mm Dia |
| 49 | 3.00- 4.50 m depth |
| 50 | 4.50- 6.00 m depth |
| 51 | Chambesrs |
| 52 | Supply of all materials labour T&P etc and construct slab type manholes of follwing depth as per type design. As per unit estimate |
| 53 | Circuler type manhole for 150 mm dia pipe |
| 54 | 0.00- 1.50m depth |
| 55 | 1.50- 3.00m depth |
| 56 | Circuler type manhole for 200 mm dia pipe |
| 57 | 0.00- 1.50m depth |
| 58 | 1.50- 3.00m depth |
| 59 | Circuler type manhole for 250 mm dia pipe |
| 60 | 1.50- 3.00m depth |
| 61 | 3.00- 4.00m depth |
| 62 | Circuler type manhole for 300 mm dia pipe |
| 63 | 3.50- 4.50m depth |
| 64 | 4.50- 6.00m depth |
| 65 | Supply of all materials labour T&P etc and construct sewer house connecting chambers of follwing depth as per type design. |
| 66 | 0.60 x 0.60 x 1.50 m |
| 67 | 1.00 x 1.00 x 3.00 m |
| 68 | 1.00 x 1.25 x 4.50 m |
| 69 | 1.00 x 1.25 x 6.00 m |
| 70 | Sand filling including supply of all material labour T&P ets. Required for proper complition of work for road crossing and as and where required as per site condition during execution of work. |
| 71 | Desmentling and reinstatement of following type road for laying of sewers including sorting out and stacking of serviciable materials and disposal of unservicible materials upto a distance of 60 m and its reinstatement after filling and proper comaction of chambers. |
| 72 | Bituman Road |
| 73 | C.C. Road |
| 74 | C.C.Pavement Road |
| 75 | BOE road |
| 76 | Provission for shifting and reinstatement of electric and telephone cable during excavation and laying of sewerline. |
| 77 | Provission for shifting of water conveying main during excavation and laying of sewerline and restoring utlities/ services in original conditional. |
| 78 | Provission of crossing of drains |
| 79 | Disposal of surplus earth. |
| 80 | Jacking of steel pipes of followings dia meter by means of trenchless technology. |
| 81 | 150 mm dia pipe |
| 82 | 200 mm Dia pipe |
| 83 | 250 mm Dia pipe |
| 84 | 300 mm Dia pipe |
| 85 | Reparing of pump house |
| 86 | Reparing of pump house |
| 87 | Dismantling of dameged manhole cover of complete |
| 88 | Brick work in 1:4 with cement , work sand etc. complete. |
| 89 | Plaster work minmum 10 mm thick using 1:3 cement and coarse sand including Supply of all meterial labour t&p etc. required for proper complition of work |
| 90 | Provission of Havy duty manhole cover. |
| 91 | Supply of all materials labour T&P etc and construct dameged sewer house connecting chambers foot rest covers etc of follwing depth as per type design. |
| 92 | 1.00 x 1.20 x 1.50 m |
| 93 | 1.00 x 1.20 x 3.00 m |
| 94 | 1.00 x 1.50 x 4.50 m |
| 95 | 1.00 x 1.50 x 6.00 m |
| 96 | 1.00 x 1.50 x 7.50 m |
| 97 | Desilting and cleaning of existing sewer lines manholes with safe paractice of work as per latest IS code including supply ofall labour, MaterialT&P etc for proper completion of work |
| 98 | 200 mm Dia |
| 99 | 250 mm Dia |
| 100 | 300 mm Dia |
| 101 | 350 mm Dia |
| 102 | 400 mm Dia |
| 103 | 500 mm Dia |
| 104 | 600 mm Dia |
| 105 | 700 mm Dia |
| 106 | 800 mm Dia |
| 107 | Replacement of Dammaged Sewer Line |
| 108 | Supply of material and barricading along trech during excavation and laying of pipe with ballies 100 dia in horizontal section in 2 rows and vertical post 125 mm dia 2 m C/C fastened with rope including provision of a caution board etc. complete. This should be shifting type barricating. |
| 109 | Excavation for following depth below ground level for laying of Sewers, manholes, gulley pits, sumps etc in ordinary soil including cutting of joint pits triming, dressing, leveling refilling of trenches in 15 cm layer. |
| 110 | 0.00- 1.50 m depth |
| 111 | 1.50 -3.00 m depth |
| 112 | 3.00- 4.50 m depth |
| 113 | 4.50 - 6.00 m depth |
| 114 | 6.00 - 7.50 m depth |
| 115 | 7.50 - 9.00 m depth |
| 116 | Same as item number 18.1 but mixed with kanker |
| 117 | 0.00- 1.50 m depth |
| 118 | 1.50 -3.00 m depth |
| 119 | 3.00- 4.50 m depth |
| 120 | 4.50 - 6.00 m depth |
| 121 | 6.00 - 7.50 m depth |
| 122 | 7.50 - 9.00 m depth |
| 123 | 100 mm thick lean concrete work in bedding below GL at special depth with cement , local sand and 40 mm gauge brick ballast in 1:5:10including supply of all material labour T&P etc complete. |
| 124 | 6.00 to 9.00 mm depth |
| 125 | Provide and fix open timbring ( covering 1/3rd surface area by planks ) in trenches for the depth from 0.00 to 3.00 m below ground level consisting of 4.00 cm thick approved cuntary wood planks for polling boards (125 mm x 75 mm) Indian Sal wood waler. 1.50 to 3.00 m |
| 126 | Supply and laying jointing of following sizes and types of A.C. / R.C.C. non pressure pipes of different classes including all required jointing material rubber rings socket/ spigot from store to site of works laying true to alignment caulking the joints |
| 127 | NP-3 Pipes 800 mm Dia |
| 128 | 0.00- 1.50 m depth |
| 129 | 1.50 -3.00 m depth |
| 130 | 3.00- 4.50 m depth |
| 131 | 4.50 - 6.00 m depth |
| 132 | 6.00 - 7.50 m depth |
| 133 | 7.50 - 9.00 m depth |
| 134 | Supply of all materials labour T&P etc and construct slab type manholes of follwing depth as per type design. As per unit estimate |
| 135 | Circular Type Manhole |
| 136 | 800 mm Dia |
| 137 | Desmentling of following type road for laying of sewers including sorting out and stacking of serviciable materials and disposal of unservicible materials upto a distance of 60 m and its reinstatement after filling and proper comaction of chambers. |
| 138 | Bituman Road |
| 139 | BOE road |
| 140 | Provision for sifting and reinstatement of electric and telefone cables. |
| 141 | Provision for temporary diversion of sewage and dewatring of trenches during replacement of sewer. |
| 142 | House Connections |
| 143 | Excavation for following depth below ground level for laying of Sewers, manholes, gulley pits, sumps etc in ordinary soil including cutting of joint pits triming, dressing, leveling refilling of trenches in 15 cm layer. |
| 144 | 100 mm thick PCC 1:2:4 with 20mm well graded stone grit |
| 145 | Supply and laying jointingof DWC HDPE SN 8 Pipe 120 mm Dia |
| 146 | Plastaring in 1:4 cement coarse sand mortar including supply of all material labour T&P Etc for proper complition of work. |
| 147 | Supply and fixing of 30cm x 30 cm RCC havy duty cover with MS frame |
| 148 | First Class brickwork in 1:4 cement coarse sand mortar including supply of all labour material etc for proper complition of work. |
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