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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 CrAccepted-AOC | ₹10.0 Cr | L1 | Accepted-AOC Awarded being L1 |
| 2 | L2₹10.4 Cr+₹36.7 L (3.67%)Rejected-Finance 6 SWASTIK VIHAR PHASE 1 SECTOR 5 MANSA DEVI COMPLEX PANCHKULA HARYANA 134114 | PANCHKULA | HARYANA | 134114 | ₹10.4 Cr+₹36.7 L (3.67%) | L2 | Rejected-Finance Rejected being L2 |
| 3 | L3₹12.1 Cr+₹2.1 Cr (21.4%)Rejected-Finance VPO MAJARI TEHSIL SHRI NAINA DEVI DISTT BILASPUR HP | ₹12.1 Cr+₹2.1 Cr (21.4%) | L3 | Rejected-Finance Rejected being L3 |
| 4 | L4₹12.7 Cr+₹2.7 Cr (26.6%)Rejected-Finance SCO 36 SECTOR 7 C MADHYA MARG CHANDIGARH 160019 | CHANDIGARH | CHANDIGARH | CHANDIGARH | 160019 | ₹12.7 Cr+₹2.7 Cr (26.6%) | L4 | Rejected-Finance Rejected being L4 |
| 5 | L5₹12.7 Cr+₹2.7 Cr (27.1%)Rejected-Finance CT PUBLIC SCHOOL PHAYAL KHASARA NO 597 JAKHOO MOHAL PHAIL SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹12.7 Cr+₹2.7 Cr (27.1%) | L5 | Rejected-Finance Rejected being L5 |
Tender Value
₹11.2 Cr
EMD Value
₹11.6 L
Closing Date
26 Sept 2022, 5:00 pmClosed
Executive Engineer Jal Shakti Division Ghumarwin
Jal Shakti Division Ghumarwin Tehsil Ghumarwin District Bilaspur HP
single package on Turn Key job basis including and testing run defect and liability period as 6 Month after physical completion of all component of the schemes.
2022_HPIPH_64849_1
GMR-BLP02-737(8264-8314)
Open Tender
Civil Works
Item Rate
730 days
Ghumarwin
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
₹11.6 L
Chief Engineer Jal Shakti Vibhag Hamirpur
14 Feb 2023
12 Sept 2022
27 Sept 2022
12 Sept 2022
26 Sept 2022
12 Sept 2022
12 Sept 2022 - 26 Sept 2022
22 Sept 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Works:Providing, installation, testing and commissioning of Water Treatment Plant of 1.50 MLD capacity ( in the shape of rapid sand filter) of RCC construction in concrete design mix of grade M- 30 (for hydraulic structures) & minimum M-20 ( for building work) as per proper design & drawing with all structural requirements including cost of construction of cutting for site development, C/o. retaining walls ,civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all other contingent works including cost of site development to adjust hydraulic levels as per proper layout contour plan at village Panoh & capable of taking input and giving output as laid down in NIT under all climatic conditions specified therein. The treatment plant includes cutting for site development , C/O. Retaining walls , breast walls, Inlet chamber, Raw Water Tank, Clear water tank , Presedimentation tank, parashal flume, Alum solution tanks, Alum solution dozer, Lime solution tanks, Flash mixer , Clarifier , flocculator, Settling tank, Rapid Sand Filter, Back wash arrangement, Back wash pump and piping, Back wash pump house, Disinfection, water tank, Foundation of various units, By Pass arrangement, Scouring arrangement, Plant Building, Bearing capacity test, Laboratory equipment and furniture, Interconnecting paths, Walk ways, Boundary Wall, Inlet channel with ultra sonic channel flow meter, Chemical house with chemical handling and feeding arrangements, Providing and fixing of lighting arrangements with CUB LED lights of 25 Watts with in the boundry limit of plant area, The hydraulic design & capacity/sizes of all the important units shall be based on latest guidelines of Manual of Water Supply and Treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The structural design of various units shall strictly conform to relevant BIS Codes and specifications. Refer to Data Sheet No. - 1 Common design parameter for further details ) i/c design, drawing & vetting complete in all respect. | - | Job | 10 | - |
| 2 | Desilting Tank:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC desilting tank including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom, walls, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet and outlet required such as MS ladders inside and outside. The cost shall be included in the rates of desilting tank complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data sheet No. 2). i/c design, drawing & vetting complete in all respect. | - | Job | 10 | - |
| 3Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Pump Houses at following Locations including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, C/o Toilets, C/o Septic Tanks of capacity for required users, internal and external solar powered Street lighting, external landscaping, dewatering including P/F 10 Tonne Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete as directed by engineer in charge. (Ref data sheet No. 3 for further details.). The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. (Vol-II, Data sheet No. 3). i/c design, drawing & vetting complete in all respect. | |||||
| 3.01 | Pump house at 2nd Stage at Panoh = 1 No. 62.00 sqm | - | Per Sqmt | 10 | - |
| 4Main Balancing Reservior and Sector Reserviors:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft walls and beams. and RCC (1:2:4) in roof slab/dome with provision of inspection path around the dome with all allied Civil Works such as C/o. chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, MS Manhole covers of 2 mm thick MS sheet of size 680 x 680 mm with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data sheet No.4 & 5 ). i/c design, drawing & vetting complete in all respect. | |||||
| 4.01 | Sump well/collection tank 110000 Litre capacity at Bhatoli | - | Job | 10 | - |
| 4.02 | Main storage tank 385000 Litre capacity at Node No.1 | - | Job | 10 | - |
| 4.03 | Sector storage tank 10000 Litre capacity at Node No. 13 | - | Job | 10 | - |
| 5Pumping Machinery and Electrical works:Providing/Installation, erection, testing and commissioning of star rated energy efficient submersible pumping set of KSB/Calama/ Johnston/ Crompton/BS/ SABAR/ Oswal/ Kirloskar make conforming to latest relevant BIS Code 5659-1979 The pump should be fitted with bronze impeller or suitable alloys suitable for handling Raw water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP 2900/ 1450 RPM of reputed make confirming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. For detailed design parameters/ requirements are given in ( Data sheet No. 8 &9 ). Curve chart including design drawing and complete in all respect. | |||||
| 6It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative. Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly. curve chart including design drawing and complete in all respect. | |||||
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