Tender For Augmentation And Exetension Of Nagar Panchayat Saiyadraja Water Supply Scheme , District-Chandauli
Tender Value
15.19 Crore
Estimated cost
Bid Submission
02 Sep 2026
9 days left
EMD
15.20 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandauli → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Augmentation And Exetension Of Nagar Panchayat Saiyadraja Water Supply Scheme , District-Chandauli
BOQ
| Sl. No. | Item Description |
| 1 | Civil Work |
| 2 | OVERHEAD TANKS |
| 3 | Investigate the soil bearing capacity by only nationalised institute and If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. Design, Supply of all materials labour T&P etc. required for complete construction of R.C.C. Over Head Tank of following capacity and staging as specified in bid document as per direction of Engineer-in-charge. The key feature, but not limited to, pertaing to design and construction of OHT are as follows: 1. The finished floor level of OHT shall be min 0.3m above the finished ground level of the campus. 2. Soil investigation and bearing capacity.3. Structural design and drawing confirming to IS: 456, IS: 3370, IS: 1893, IS: 875 & Other relevant IS Code.4. Grade of concrete M30 for water retaining structure and concrete grade for other components shall not be less then M25.5. Saprete two column based RCC stair case of width minimum 1m.6. 1m wide R.C.C. M30 balcony, SS ladder inside the tank from top dome to bottom dome shall be made of 50x50x6 mm angle section with hand rails of 20mm SS pipes. The grade shall be SS 316. 7. Railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m.8. Proper ventilator at top dome in circular shape of 1.2 m dia. |
| 4 | 9. Food Grade epoxy coating of FOSROC / Ciba-Geigy or reputed brand on inside surface area of water container after testing of water tightness, two coat of apex painting over one coat of primer of approved colour after finishing of RCC surface with grinder.10. Repairs of pin holes, unevenness of all concrete surface. 11. Ultra Sonic Water level indicator fabricated with sensor connecting to automation12. Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309‐1969 and ISS 3013‐1966.13. C.I. manhole of min 60x60cm size with locking arrangement.14. Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout with Bell Mouth as per latest / relevant I.S. specifications with all jointing materials for proper completion of work. 15. Construction of 120mm thick RCC floor in 1:1.5:3 with cement, coarse sand, approved stone grit and reinforcement t@8mm dia @250mm c/c both way over 100mm thick PCC 1:4:8. 16. Supply, fixing of D/F Sliuce Valve with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work. 17. Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing.18. Supply of 200 mm dia PVC pipe for disposal of water from washout chamber to suitable point outside the water works compound. |
| 5 | 19.MS steel box type enclosure of at the entrance of the staircase having locking arrangements. 20.The C.I (D/F)pipe dimensions for inlet,outlet,washout,overflow will be decided as per site requirements. For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determined after soil investigation / 8 tonne/sqmNote :- The bid price of Over Head Tanks is to be submitted considering that the design of over head tank will be done by retired / working Associate proffessor of any IIT and it shall be vetted by a working professor also of IIT and The net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work. |
| 6 | Construction of R.C.C. Over Head Tank 600 KL/20 mtr including all Materials, Labours, T & P etc. Complete. For Zone-2 |
| 7 | Construction of R.C.C. Over Head Tank 500 KL/18 mtr including all Materials, Labours, T & P etc. Complete. For Zone-4 |
| 8 | Supply of all materials labour T&P etc. required for complete Repair of R.C.C. Over Head Tank of following capacity and staging as specified in bid document as per direction of Engineer-in-charge. |
| 9 | R.C.C. Over Head Tank 800KL/16 mtr including all Materials, Labours, T & P etc. Complete. For Zone-1 |
| 10 | R.C.C. Over Head Tank 400 KL/14 mtr including all Materials, Labours, T & P etc. Complete. For Zone-3 |
| 11 | Rising Main |
| 12 | Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading |
| 13 | 150 mm dia D I K-9 |
| 14 | Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 8 km/up to municipal limit from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. |
| 15 | Carting, laying and jointing of the following sizes of pipes into the trenches including cost of all jointing materials, labour and T&P, testing etc. complete. |
| 16 | 150 mm dia D I K-9 |
| 17 | Dismantling of the following type of road surface for laying of pipe line including sorting out and stacking of serviceable materials and disposal of unserviceable materias ,surplus earth, garbage etc upto a distance of 8 km/Up to municipal limit. as per instructions of Engineer -in -charge. |
| 18 | B.O.E. surface |
| 19 | Bituminous surface |
| 20 | Interlocking Road |
| 21 | C.C. Road |
| 22 | Permanent re-instatement of the following type of road surface after laying of pipe line with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge. it also includes necessary excavation required for preparation of trench for reinstatement of road, watering, ramming, compaction, rolling cleaning surface for proper completion of the work. including disposal of unserviceable materias ,surplus earth, garbage etc complete upto a distance of 8 km/Up to municipal limit. |
| 23 | B.O.E. surface (15 Cm. sand with first class brick 50% New and 50% Old) |
| 24 | Bituminous surface (20cm sand, 20cm GSB, 20cm WMM, 5 cm to 8 cm DBM, 3cm to 4 cm B.C.) payment made upto WMM- 50%, DBM- 30% and BC with testing in NABL aprooved lab/PWD- 20% |
| 25 | Interlocking Road (existing usable Interlocking bricks M-30 grade, on 20cm local sand & 10cm TH. PCC 1:6:12). Incl. Entire surface Spreading 3 cm local sand for paste of brick & joint filling |
| 26 | C.C. Road in M25 grade, minimum thickness 15cm on 20cm th. sand & 15 .cm th. PCC (M15) filling base & 10 cm GSB |
| 27 | Supply of the following sizes of C.I. Double flanged sluice valves and tail peace as per I.S. 780/1969 class-1 working pressure 10kg/sqcm F.O.R destination |
| 28 | Sluice Valve PN 1.0 dia 150mm ( By Pass Arrangement) |
| 29 | Carting laying and jointing with fixing in proper position of the following sizes of C.I. Double flanged sluice valves and tail peace as per I.S. 780/1969 class-1 working pressure 10kg/sqcm including lowering, fixing in position and jointing then with pipe line etc comlete including all jointing material and specials of following sizes. |
| 30 | Sluice Valve PN 1.0 dia 150mm ( By Pass Arrangement) |
| 31 | Sluice valve chamber (Massonary Type) |
| 32 | Design and construct Thrust Block made in R.C.C. with cement coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 for pipe line including supply of MS reinforcement wrought to required shape as necessary its bending fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials labour T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. |
| 33 | Supply of MS reinforcement wrought to required shape as necessary its bending, fixing & binding the same with 0.50mm thick binding wire. |
| 34 | Distribution System |
| 35 | Supply of following sizes (pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications conforming to latest /relevant I.S. specifications, suitable for D.I pipes and I.S. 4984/2016 Specifications conforming to latest /relevant I.S. specifications, suitable for HDPE pipes including F.O.R. destination and all taxes and insurance etc. with loading, unloading but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge. |
| 36 | 90 mm dia HDPE PN-6 PE-100 |
| 37 | 110 mm dia HDPE PN-6 PE-100 |
| 38 | 140 mm dia HDPE PN-6 PE-100 |
| 39 | 160 mm dia HDPE PN-6 PE-100 |
| 40 | 200 mm dia DI K-7 |
| 41 | 250 mm dia DI K-7 |
| 42 | 300 mm dia DI K-7 |
| 43 | 350 mm dia DI K-7 |
| 44 | Supply of the following sizes of C.I. Double flanged sluice valves and tail peace as per I.S. 780/1969 class-1 working pressure 10kg/sqcm F.O.R destination |
| 45 | 300 mm |
| 46 | 250 mm |
| 47 | 200 mm |
| 48 | 150 mm |
| 49 | 125 mm |
| 50 | 100 mm |
| 51 | 80 mm |
| 52 | Supply of 80 mm dia C.I. Double flanged scour valves as per I.S. 780 class-1 working pressure 10 kg/Sqcm F.O.R Destination including lowering them into already Prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with including values and specials, testing etc. complete |
| 53 | Supply of 50 mm dia screwed down type air valve with gun metal seat at site stone including lowering them into already prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with including values and specials Required, testing etc. complete |
| 54 | Supply of underground sluice valves type fire hydrant consisting of 80 mm dia tail pieces, 80 mm dia duck foot band and 63 mm dia standard make iron coupling with cap and chain etc. complete to ISS 909 at site including lowering them into already prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with including values and specials, testing etc. complete. |
| 55 | Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 8 km/ up to municipal limit from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. |
| 56 | Carting from (up to 8 Km) the following sizes of ISI marked DI pipes and specials to the site of working lowering them into trenches and laying true to alignment and gradient including testing of pipe line excluding cutting of pipes etc. for, making of lengths and making of joints. |
| 57 | 90 mm dia HDPE PN-6 PE-100 |
| 58 | 110 mm dia HDPE PN-6 PE-100 |
| 59 | 140 mm dia HDPE PN-6 PE-100 |
| 60 | 160 mm dia HDPE PN-6 PE-100 |
| 61 | 200 mm dia DI K-7 |
| 62 | 250 mm dia DI K-7 |
| 63 | 300 mm dia DI K-7 |
| 64 | 350 mm dia DI K-7 |
| 65 | Carting laying and jointing with fixing in proper position of the following sizes of C.I. Double flanged sluice valves and tail peace as per I.S. 780/1969 class-1 working pressure 10kg/sqcm including lowering, fixing in position and jointing then with pipe line etc comlete including all jointing material and specials of following sizes. |
| 66 | 300 mm |
| 67 | 250 mm |
| 68 | 200 mm |
| 69 | 150 mm |
| 70 | 125 mm |
| 71 | 100 mm |
| 72 | 80 mm |
| 73 | Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. (casing of pipe is done by concreting) |
| 74 | Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete. |
| 75 | Crossing of Nala/drain for laying pipe line including supply and materials labour, T&P etc. complete. |
| 76 | Crossing of Road for laying pipe line including supply and materials labour, T&P etc. complete. (3.5 M Wide) |
| 77 | Supply of MS pipe (As per IS:3589 made from steel confirming to IS:2062), with anti corrosive treatment with P.U. coating and Installation of product pipe by HDD method including preparing and setting up the plants and equipement, preparing new pipe work material, installation new pipe-work and commissioning system or making the system ready for commissioning by HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling, stringing, reaming, and pulling back the new pip-work on the designed bore path alignment, proper disposal of drilling fluid, and back fill of site after completion all inclusive as per IndSTT:101:2018: Code of prectice of HDD Technique Suiting Indian Conditions. |
| 78 | 200 mm dia pipe, 6mm Pipe Wall Thickness |
| 79 | 250 mm dia pipe, 6mm Pipe Wall Thickness |
| 80 | 300 mm dia pipe, 6mm Pipe Wall Thickness |
| 81 | Dismantling of the following type of road surface for laying of pipe line including sorting out and stacking of serviceable materials and disposal of unserviceable materias ,surplus earth, garbage etc upto a distance of 8 km/Up to municipal limit. as per instructions of Engineer -in -charge. |
| 82 | B.O.E. surface |
| 83 | Bituminous surface |
| 84 | Interlocking Road |
| 85 | C.C. Road |
| 86 | Stone Patiya |
| 87 | Permanent re-instatement of the following type of road surface after laying of pipe line with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge. it also includes necessary excavation required for preparation of trench for reinstatement of road, watering, ramming, compaction, rolling cleaning surface for proper completion of the work. including disposal of unserviceable materias ,surplus earth, garbage etc complete upto a distance of 8 km/Up to municipal limit. |
| 88 | B.O.E. surface (15 Cm. sand with first class brick 50% New and 50% Old) |
| 89 | Bituminous surface (20cm sand, 20cm GSB, 20cm WMM, 5 cm to 8 cm DBM, 3cm to 4 cm B.C.) payment made upto WMM- 50%, DBM- 30% and BC with testing in NABL aprooved lab/PWD- 20% |
| 90 | Interlocking Road (existing usable Interlocking bricks M-30 grade, on 20cm local sand & 10cm TH. PCC 1:6:12). Incl. Entire surface Spreading 3 cm local sand for paste of brick & joint filling |
| 91 | C.C. Road in M25 grade, minimum thickness 15cm on 20cm th. sand & 15 .cm th. PCC (M15) filling base & 10 cm GSB |
| 92 | Stone Patiya (existing usable Stone Patia, on 20cm local sand & 10cm TH. PCC 1:6:12). Incl. Entire surface Spreading 3 cm local sand for paste of brick & joint filling |
| 93 | Making new House Connection with 20 mm hdpe pipe up to 5m in length in 90-600 mm dia of DI / HDPE Distribution main including Dismentling of Road, excavation of earth, supply, carting of e-fusion specials, lowering them into trenches, fixing them including bailing out water necessary excavation for connection, G.I. pipe minimum class 2 m, E-fusion clamp, water tap ferrule and all other material required heavy duty brass bib cock as per type design . Including all labour, T&P etc. required for proper completion of the works as per design and satisfaction of engineer in charge. |
| 94 | For 90mm to 110mm dia |
| 95 | For 125mm to 160mm dia |
| 96 | For 200mm to 250mm dia |
| 97 | For 300mm dia |
| 98 | Shifting of house connections from old distribution main to new distribution main with 20 mm hdpe pipe up to 5m in length including supply of all material labour T&P etc in 90-600 mm dia line DI / HDPE Distribution main including Dismentling of Road, excavation of earth, supply, carting of e-fusion specials, lowering them into trenches, fixing them including bailing out water necessary excavation for connection, G.I. pipe minimum class 1m, E-fusion clamp, water tap ferrule and all other material required heavy duty brass bib cock as per type design . Including all labour, T&P etc. required for proper completion of the works as per design and satisfaction of engineer in charge. |
| 99 | For 90mm to 110mm dia |
| 100 | For 125mm to 160mm dia |
| 101 | For 200mm to 250mm dia |
| 102 | For 300mm dia |
| 103 | Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge. |
| 104 | Sluice valve chamber (masonry Type) - dia above 150 mm - 1000 (L) x 1200 (W) x 1300 (H) mm as per departmental drawing |
| 105 | Sluice valve chamber (surface box Type) - dia upto 125 mm as per departmental drawing |
| 106 | Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm) as per departmental drawing |
| 107 | Air Valve Chamber 350 (L) x 350 (W) x 500 (H) mm as per departmental drawing |
| 108 | Scour Valve Chamber dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm as per departmental drawing |
| 109 | Design and construct Thrust Block made in R.C.C. with cement coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 for pipe line including supply of MS reinforcement wrought to required shape as necessary its bending fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials labour T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charg |
| 110 | Supply of MS reinforcement wrought to required shape as necessary its bending, fixing & binding the same with 0.50mm thick binding wire. |
| 111 | NEW PUMPHOUSE |
| 112 | Provide all materials labour T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.5x1.8x3.0)m as per departmental type design and drawing and as per the specifications for civil work given in the bid document including supply of all material labour and T&P etc complete as per instructions of Engineer -in - charge. |
| 113 | Zone-1 |
| 114 | Zone-2 |
| 115 | Zone-4 |
| 116 | Provide all materials labour T&P etc. complete and construct Byepass Chamber as per departmental type design and drawing and as per the specifications for civil work given in the bid document including supply of all material labour and T&P etc complete as per instructions of Engineer -in - charge. |
| 117 | Zone-1 |
| 118 | Zone-2 |
| 119 | Zone-4 |
| 120 | REPAIR OF EXISTING PUMP HOUSE |
| 121 | Supply of all materials, laours, T&P etc. and construction work for repairing of existing pumphouse cum chloronome.as per instructions of Engineer -in - charge. |
| 122 | Zone-1 |
| 123 | Zone-3 |
| 124 | Construction of pillar girder type structure for rebore tube well |
| 125 | Zone-1 |
| 126 | Zone-3 |
| 127 | Construction of Boundary Wall, Gate and Approach road as per type design of upjn |
| 128 | Construction of 1.80 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in -charge. |
| 129 | Repairing of Existing boundary wall as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in -charge. |
| 130 | Supply and fixing of 3.6 m x 1.20 m MS gate along with Fixing 1.2 m for water work including fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm th. around RCC, as per departmental type design and drawing (Drawing No. D-1) and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge. |
| 131 | Construction of Coloured Interlocking road with for approach kerb stones on side for water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge. |
| 132 | Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge. |
| 133 | Supply of all material labour T&P etc required for Construction of Cemicurcular 250 mm dia drain along boundry wall as per instructions of Engineer -in -charge. |
| 134 | Provision for arboroculture of water works compound including green grass, show tree etc. |
| 135 | Provide of all material labour, T&P etc and Construt of two room staff quarter/ office room at water works site identified by the Engineer -in-charge as per department type design and rawing and specifications of civil work laid down in the bid document, including all material, labour, T&P etc complete for proper completion of work as per instruction of Engineer-in-charge |
| 136 | Provide all materials labour and T&P etc required for proper completion of Construction of ground water recharge mechanism |
| 137 | Provide of all material labour, T&P etc and Construt of Master Control room at water works site identified by the Engineer -in-charge as per department type design and rawing and specifications of civil work laid down in the bid document, including all material, labour, T&P etc complete for proper completion of work as per instruction of Engineer-in-charge |
| 138 | E/M Work |
| 139 | Construction of New & Rebore Tubewells,Pumping Plant & Scada work for Saiyad Raja Reorgnization Water Supply Scheme, Saiyad Raja Nagar panchayat in Distt- Chandauli |
| 140 | CONSTRUCTION OF TUBEWELL (1 NEW + 1 REBORE) 300x200 MM SIZE FOR 1000 LPM DISCHARGE |
| 141 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 142 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 143 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 144 | Supply of Tubewell Assembly |
| 145 | M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) |
| 146 | 300 mm dia M.S. Pipe |
| 147 | 200 mm dia M.S. Plain/slotted |
| 148 | PEA-GRAVEL (As per IS:4097) |
| 149 | 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell |
| 150 | Drilling of bore by rig machine As Per IS :2800 (Part I & II): |
| 151 | Drilling of bore by 600 mm dia bit GL to 60 mt. BGL. |
| 152 | Drilling of bore by 500 mm dia bit from 60 mt BGL to 100 mt. BGL. |
| 153 | Drilling of bore by 500 mm dia bit 100 m BGL to 200 m. BGL. |
| 154 | Sodium Hexametaphasphate |
| 155 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: |
| 156 | Lowering of 300 mm dia M.S. Housing pipe from GL to 60 m.BGL |
| 157 | Lowering of 200 mm dia M.S. Plain/slotted pipe 60 m. BGL to 100 m. BGL |
| 158 | Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 200 m. BGL |
| 159 | Development of tube well by 250/350 PSI air compressor and 2/3 cusec O.P. Unit to yield sand free discharge. |
| 160 | Development and testing of tube well by Air Compressor. |
| 161 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 162 | Chemical and Bacteriological |
| 163 | Test (Analysis of water sample) |
| 164 | Site clearance before and after construction of Tubewell. |
| 165 | Logging of borehole by departmental/approved electric logger |
| 166 | Yield and verticality test of tube well. |
| 167 | Other required extra worksLeveling and dressing of site and camp equipage, erection water arrangement, barricading of D.C./DTH rig machine at pin point Note:-As the chakia area of district chandauli is rocky so drilling machinne to get required discharge has been considered for DC/DTH rig machine Extra Work like bakfilling of drilling machine pit and its retoration work etc |
| 168 | CONSTRUCTION OF TUBEWELL 300x150 MM SIZE FOR 800 LPM TW & 900 LPM New/Rebore TW Zone 2, 3 ,4 |
| 169 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 170 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 171 | Transportation, Erection, Dismantling of 1Cusec/ 3Cusec O.P. Unit and Yield test |
| 172 | Supply of Tubewell Assembly |
| 173 | M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) |
| 174 | 300 mm dia M.S. Pipe |
| 175 | 150 mm dia M.S. Plain/slotted |
| 176 | PEA-GRAVEL (As per IS:4097) |
| 177 | 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell |
| 178 | Drilling of bore by rig machine As Per IS :2800(Part I & II): |
| 179 | Leveling and dressing of site and camp equipage, erection water arrangement, barricading of D.C./DTH rig machine at pin point Note:-As the chakia area of district chandauli is rocky so drilling machinne to get required discharge has been considered for DC/DTH rig machine |
| 180 | Drilling of bore by 600 mm dia bit GL to 70 mt. BGL. |
| 181 | Drilling of bore by 450 mm dia bit from 70 mt BGL to 100 mt. BGL. |
| 182 | Drilling of bore by 450 mm dia bit 100 m BGL to 200 m. BGL. |
| 183 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: |
| 184 | Lowering of 300 mm dia M.S. Housing pipe from GL to 60 m.BGL |
| 185 | Lowering of 150 mm dia M.S. Plain/slotted pipe 60 m. BGL to 100 m. BGL |
| 186 | Lowering of 150 mm dia M.S. Plain/slotted pipe 100 m. BGL to 180 m. BGL |
| 187 | Development of tube well by 250 PSI air compressor and 1 cusec O.P. Unit to yield sand free discharge. |
| 188 | Development and testing of tube well by Air Compressor. |
| 189 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 190 | Chemical and Bacteriological |
| 191 | Test (Analysis of water sample) |
| 192 | Site clearance before and after construction of Tubewell. |
| 193 | Logging of borehole by departmental/approved electric logger |
| 194 | Yield and verticality test of tube well. |
| 195 | Other required extra works Extra Work like bakfilling of drilling machine pit and its retoration work etc |
| 196 | PUMPING PLANT FOR SAIYADRAJA NP OFFICE of 1000 lpm, 50 mtr head |
| 197 | SITC of Submersible pumpset having capacity 1000 LPM, 50 mtr Head, suitable Motor with 24 mtr Column Pipe Assembly, NRV, CIDF Bend 90°, CF A/F Tee, D/F Pipe ( 1.5 m long 2 No.s and 1 m long 1 No.), Earthing, Painting, Toolset, Power wiring of pump house internal & external, Chainpulley block and all Pumping Plant accessories with nut bolts and rubber packing etc. |
| 198 | SITC of Soft Starter with RS485 Port-400V Class 15 kW/suitable for the above pumpset |
| 199 | Supply, Installation and Commissioning of automatic servo voltage Stabilizer-30 KVA/suitable (Input Voltage 230V±450V) to Output Voltage 415V± 1% As per IS 9815-1994 |
| 200 | Additional Column Pipe 3 mtr long |
| 201 | Internal Electrification of pump house. |
| 202 | CE/UL certifeid Intelligent Smart Energy Meter |
| 203 | Moter Operated Actuater with Valves 150 mm size |
| 204 | Main Switch Incomer Panel |
| 205 | Actuator Panel |
| 206 | CE/UL Certifeid Electromagnetic Flow Meter 150 mm size |
| 207 | 150 mm dia C.I. dismantling joint PN 1.0 |
| 208 | 100 amp Auto Phase reversal unit with inbuilt delay and enclosure control panel etc. |
| 209 | CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell |
| 210 | CE/UL certifeid 3 phase Surge Protecter for control panel. |
| 211 | CE/UL certifeid Pressure Transmiter with local display |
| 212 | CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 213 | Complete cabling including power cables of all equipment. |
| 214 | Control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment |
| 215 | Installation, commissioning & testing work for Pumping plant |
| 216 | Double Earthing work of all equipments of pumping plant and scada system |
| 217 | SITC of 2 KW Solar Power Plant for Internal & external Lighting at pump house/LCS room. |
| 218 | Automatic Chlorination System compatible to SCADA Panel with level switch and 200 ltr chlorine tank. |
| 219 | PUMPING PLANT FOR SAIYADRAJA NP OFFICE/NORTH ZONE SIDE (800 / 900 LPM, HEAD 54/47 MTR) |
| 220 | SITC of Submersible pumpset having capacity 800 LPM/900 LPM, 54 mtr/47 mtr Head, suitable Motor with 24 mtr Column Pipe Assembly 150 mm size , NRV, CIDF Bend 90°, CF A/F Tee, D/F Pipe ( 1.5 m long 2 No.s and 1 m long 1 No.), Earthing, Painting, Toolset, Power wiring of pump house internal & external, Chainpulley block and all Pumping Plant accessories with nut bolts and rubber packing etc.( 4 PP for new tubewells and 1 PP for rebore TW) |
| 221 | SITC of Soft Starter with RS485 Port-400V Class 15.0 kW/suitable capicity for the above pumpset |
| 222 | Supply, Installation and Commissioning of automatic servo voltage Stabilizer-30 KVA/suitable capacity (Input Voltage 230V±450V) to Output Voltage 415V± 1% As per IS 9815-1994 |
| 223 | Additional Column Pipe 3 mtr long |
| 224 | Internal Electrification of pump house. |
| 225 | CE/UL certifeid Intelligent Smart Energy Meter |
| 226 | Moter Operated Actuater with Valves 150 mm size |
| 227 | 150 mm dia C.I. dismantling joint PN 1.0 |
| 228 | Main Switch Incomer Panel |
| 229 | Actuator Panel |
| 230 | CE/UL Certifeid Electromagnetic Flow Meter 150 mm size |
| 231 | Auto Phase reversal unit with inbuilt delay and enclosure control panel etc. |
| 232 | CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell |
| 233 | CE/UL certifeid 3 phase Surge Protecter for control panel. |
| 234 | CE/UL certifeid Pressure Transmiter with local display |
| 235 | CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 236 | Complete cabling including power cables of all equipment. |
| 237 | Control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment |
| 238 | Installation, commissioning & testing trial for tubewell |
| 239 | DOUBLE Earthing work of all equipments of pumping plant and scada system |
| 240 | SITC of 2 KW Solar Power Plant for Internal & external Lighting at pump house. |
| 241 | Automatic Chlorination System compatible to SCADA system with level switch and 200 ltr chlorine tank. |
| 242 | Booster pumping plant for zone-3 |
| 243 | supply of approved make 34.0 LPS,4 mtr head booster pump set (2W+1S) & 1 No spare pump,with suction strainer,single stage with 5 HP LT moter IP68 protected,3000 rpm,S/D moter complete in all respect |
| 244 | VFD Starter with Panel of above pump set |
| 245 | Supply, Installation and Commissioning of automatic servo voltage Stabilizer-10 KVA(Input Voltage 230V±450V) to Output Voltage 415V± 1% As per IS 9815-1994 |
| 246 | Designing, Supplying, SITC, lowering, laying, aligning, fixing in position jointing in pipeline of 200 mm dia D/F DI solenoid operated diaphragm type (Flow Control Valve) PN 1.6 class valve,for Main Line and inlet/outlet line of 3 nos pump sets. suitable for SCADA compatibility complete including all material, labour, testing and commissioning with flow measuring, flow controlling, pressure monitering & web based with cable, PLC etc.complete as per direction of EIC. |
| 247 | main piping,reducer /enlarger, tee ,bend and all other accessories for fitting of pumping plant and related items complete |
| 248 | pressure transmitter |
| 249 | integration of booster pp and panel with scada panel and software ,proggramming work etc to run pp in auto mode |
| 250 | complete cabling work |
| 251 | Local Control Station |
| 252 | CE/UL certified local conrol room PLC with redundant CPU& power supply at LCS in IP 54 enclouser as per spec mentioned in technical bid documents. |
| 253 | GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP. |
| 254 | CE / UL Certified industrial grade 65\\" LED MONITOR with latest configuration as per technical specification. |
| 255 | Internet connection with Static IP |
| 256 | Desktop/PC with i7 processor for as per spec mentioned in technical bid documents. |
| 257 | CE/UL Certified 3 KVA UPS with batteries as per spec mentioned in tachnical bid documents with minimum 3 hr battary backup |
| 258 | Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents. |
| 259 | Mobile App facility system architecture ( Industria internet based & viewed through mobile apps for increased local & remote visibility) |
| 260 | CE/UL certified Firewall for network protection. |
| 261 | Surge protector for Ethernet communication protection. |
| 262 | Industrial grade Ethernet Switch. |
| 263 | Canon/hp Laser printer MFP 138 fnw or equivalent (1 No Colour & 1 No. B&W) |
| 264 | Installation,Commissioning ,testing including required furniture as modular table, 10 Chair, steel almirah ( 1 big, & 1 small)Control Desk & other necessary Furniture items for LCS room, internal wiring,PVC panelling of walls/fall ceiling work in LCS romm etc. |
| 265 | Model of Water Supply Scheme for Presentation with table top |
| 266 | Split AC suitable for the control room 1.5 tonnes |
| 267 | SITC of 2 KW Solar Power Plant for Internal & external Lighting at pump house. |
| 268 | Security Survelliance IP Camera with required hard drive to store data of atleast 30 Days |
| 269 | 250 MM DIA. OHT Automation equipment for ZONE-3 |
| 270 | SITC OF CE/UL certifeid Radar Type level sensor with transmitter for OHT |
| 271 | SITC OF Control valve with Actuator of 250 mm dia size for OHT ,throtlled at any position at any instant, inbuilt with positioning card and panel |
| 272 | SITC OF CE/UL certifeid Electromagnetic Flow meter for OHT.size 250 mm |
| 273 | 250 mm dia C.I. dismantling joint PN 1.0 |
| 274 | SITC of UPS of suitable capacity (3 KVA) for operation of actuators installed at outlet line, in case of power failure at the time of distribution water supplywith cabinet with minimum 3 hr battary backup |
| 275 | Complete wiring, cabling, earthing & arrangement of power and communication with PLC if power and PLC is not nearby and arrangement of protection for these intruments/equipments- complete in all respect |
| 276 | 300 MM DIA. OHT Automation equipment for ZONE-2 & 4 |
| 277 | SITC OF CE/UL certifeid Radar Type level sensor with transmitter for OHT |
| 278 | SITC OF Control valve with Actuator of 300 mm dia size for OHT ,throtlled at any position at any instant, inbuilt with positioning card and panel |
| 279 | SITC OF CE/UL certifeid Electromagnetic Flowmeters for OHT.size 300 mm |
| 280 | 300 mm dia C.I. dismantling joint PN 1.0 |
| 281 | SITC of UPS of suitable capacity (5 KVA) for operation of actuators installed at outlet line, in case of power failure at the time of distribution water supply with minimum 3 hr battary backup |
| 282 | Complete wiring, cabling, earthing & arrangement of power and communication with PLC if power and PLC is not nearby and arrangement of protection for these intruments/equipments- complete in all respect |
| 283 | For 350 mm dia OHT outlet AT ZONE-1 |
| 284 | SITC OF CE/UL certifeid Radar Type level sensor with transmitter for OHT |
| 285 | SITC OF Control valve with Actuator of 350 mm dia size for OHT ,throtlled at any position at any instant, inbuilt with positioning card and panel |
| 286 | SITC OF CE/UL certifeid Electromagnetic Flowmeters for OHT.size 350 mm |
| 287 | 350 mm dia C.I. dismantling joint PN 1.0 |
| 288 | SITC of UPS of suitable capacity (5 KVA) for operation of actuators installed at outlet line, in case of power failure at the time of distribution water supply with minimum 3 hr battary backup |
| 289 | Complete wiring, cabling, earthing & arrangement of power and communication with PLC if power and PLC is not nearby and arrangement of protection for these intruments/equipments- complete in all respect |
| 290 | FOR SCADA /AUTOMATION WORK OF PUMPING PLANT FOR SAIYADRAJA NP OFFICE/NORTH ZONE AREA |
| 291 | CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specifeid for tubewell to store and transmit data on GSM backbone RTU/PLC designed with logic to transfer data at multiple stations specifeid. |
| 292 | GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote site to control station all accessoreis included with signal enhancer antenna made for pumping plant internet charges as specifeid |
| 293 | Trail and Run- Zone- 1, 2, 3 & 4 |
| 294 | 3 Months trail and Run with LCS Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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