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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 CrAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹16.9 Cr+₹58.2 L (3.56%)Rejected-AOC | L2 | Rejected-AOC accept | |
| 3 | L3₹17.0 Cr+₹61.3 L (3.75%)Rejected-AOC | L3 | Rejected-AOC accept | |
| 4 | L4₹17.9 Cr+₹1.5 Cr (9.46%)Rejected-AOC 1ST FLOOR B 116 VIBHUTI KHAND GOMTI NAGAR LUCKNOW U P | LUCKNOW | LUCKNOW | UTTAR PRADESH | L4 | Rejected-AOC accept | |
| 5 | L5₹19.0 Cr+₹2.6 Cr (15.8%)Rejected-AOC SCO 36 SECTOR 7 C MADHYA MARG CHANDIGARH 160019 | CHANDIGARH | CHANDIGARH | CHANDIGARH | 160019 | L5 | Rejected-AOC accept |
Tender Value
₹20.9 Cr
EMD Value
₹21.2 L
Closing Date
29 Sept 2023, 5:00 pmClosed
Executive Engineer JSV Division Bhoranj
Executive Engineer Jal Shakti Division Bhoranj
Providing and Laying Rising Main and Supply and Erection of Centrifugal Pumping Machinery for Ist stage CO Main Pump House and Thrust Blocks and defect liability period of six months
2023_HPIPH_79129_1
EE.BHJ.tender-2023-3423-3483 DT 20-09-2023
Open Tender
Civil Works
Item Rate
270 days
Executive Engineer JSV Division Bhoranj
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,500
EE Bhoranj
₹21.2 L
Chief Engineer HZ JSV Hamirpur
6 Nov 2023
20 Sept 2023
30 Sept 2023
20 Sept 2023
29 Sept 2023
20 Sept 2023
25 Sept 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) Construction of RCC framed pump house 5.50 mtrs height , including Gantry system 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, including cost of site development required as per site condition,internal and, external landscaping, dewatering including P/F 5 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. 2 & 3 for further details.). The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. ( Data Sheet No.1) | |||||
| 1.01 | Construction of Pump House Ist stage ( at Sachuhi)= 1No.85.19 Sqm | 85.19 | Sq Mtr | - | - |
| 2 | Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts Excluding restoration metalled surfaces to its original condition( Will be paid Separately) & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. | 30,612.75 | Cum | - | - |
| 3Providing, laying, jointing and testing in trenches of Galvanized MSERW flanged/butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO:3183-2012 with steel grade L-390 or X-56 ( with upto date ammendements )having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 5% of total joints and remaining 95% joints with butt welded joints as per table below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments). 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736 -1986 (with upto date ammendments) with mass of zink coating not less than 400 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make.Negative tolerance in thickness and mass/weight will not be accepted. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches,butt welded joints and flanged joint shall be measured and paid for separately).After getting the design approved from competent authority, If there will be any change in the class and thickness of Rising main, the cost of the same will be paid on pro-rata basis. ( Refer Data sheet No. 2 for further detail) | |||||
| 3.01 | GMSERW pipe 200 mm dia wall thickness 8.70 mm IS/ISO-3183-2012 L- 390 ( X-56) | 4,740 | Rmt | - | - |
| 3.02 | GMSERW pipe 200 mm dia wall thickness 7.90 mm IS/ISO-3183-2012 L- 390 (X-56) | 3,240 | Rmt | - | - |
| 3.03 | GMSERW pipe 200 mm dia wall thickness 7.10 mm IS/ISO-3183-2012 L- 390 (X-56) | 1,530 | Rmt | - | - |
| 3.04 | GMSERW pipe 200 mm dia wall thickness 6.40 mm IS/ISO-3183-2012 L- 390 (X-56) | 6,870 | Rmt | - | - |
| 3.05 | GMSERW pipe 200 mm dia wall thickness 5.60 mm IS/ISO-3183-2012 L- 390 (X-56) | 3,000 | Rmt | - | - |
| 3.06 | GMSERW pipe 200 mm dia wall thickness 4.80 mm IS/ISO-3183-2012 L- 390 (X-56) | 5,540 | Rmt | - | - |
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