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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC aacept |
| 2 | L2₹1.8 CrRejected-Finance 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | ₹1.8 Cr | L2 | Rejected-Finance reject |
| 3 | L3₹1.9 CrRejected-Finance | ₹1.9 Cr | L3 | Rejected-Finance reject |
| 4 | L4₹2.1 CrRejected-Finance | ₹2.1 Cr | L4 | Rejected-Finance reject |
| 5 | L5₹2.2 CrRejected-Finance BANSAL COTTAGE BADRI NAGAR TEH PAONTA SAO SIRMAUR HIMACHAL PRADESH 17302 | 17302 | ₹2.2 Cr | L5 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | sadeep kumar L6 | SS RANA CONSTRUCTION PRIVATE LIMITED L4 | H. C. Bansal Engg. & Contt. L5 | sanjeev kumar L2 | Rajat Attri L1 | TANUJ SHARMA L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing & fixing Fire Hydrant as per relevat code IS :909-1992 latest with uptodate ammendmends including all acessories required for fixing of Hhydrant such as valves, flanges , within all leads & lifts aas per satisfaction and direction of Engineer in charge | 10 | No | 59,999 ₹6.0 L | 40,000 ₹4 L | 25,000 ₹2.5 L | 45,554.4 ₹4.6 L | 55,000 ₹5.5 L | 55,000 ₹5.5 L |
| 2.00 | Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. | 3,828.6 | cum | 399 ₹15.3 L | 250 ₹9.6 L | 325 ₹12.4 L | 251 ₹9.6 L | 80 ₹3.1 L | 220 ₹8.4 L |
| 3.00 | Providing and laying cement concrete 1:3:6 mix (one cement :Three sand :six stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in Retaining wall as per direction of Engineer- in-Charge with in all lead & lifts. | 3.84 | cum | 6,299 ₹24,188.16 | 8,000 ₹30,720 | 8,000 ₹30,720 | 6,151 ₹23,619.84 | 7,000 ₹26,880 | 7,800 ₹29,952 |
| 4.00Providing form work with steel plates 3.15milimetres thick welded with angle iron in frame 30x30x5mm So as give a fair finish including centring shuttering , strutting and propping etc. with wooden battans & ballies, height of propping & centring below supporting floor to celing not exceeding 4.00 metres & removal of the same for in situ reinforced concrete & plain concrete work in :- | |||||||||
| 5.00 | Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster,s buttresses plinth string courses & the like as per the direction of the engineer-in-charge with in all lead & lifts. | 82.4 | sqm | 329 ₹27,109.60 | 390 ₹32,136 | 500 ₹41,200 | 251 ₹20,682.40 | 350 ₹28,840 | 300 ₹24,720 |
| 6.00 | Providing and laying cement concrete work using concrete mix of 1: 1.5 : 3 (1 Cement :1.5 Sand : 3 Aggregates ) with graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Foundation & Plinth | 10.64 | cum | 8,299 ₹88,301.36 | 9,400 ₹1.0 L | 12,000 ₹1.3 L | 9,151 ₹97,366.64 | 9,000 ₹95,760 | 8,900 ₹94,696 |
| 7.00 | Providing & fixing SFRC manhole cover with frame having size of 500 mm internal dia ( Medium duty) with in all leads and lifts complete in all respect. | 10 | No | 4,999 ₹49,990 | 5,900 ₹59,000 | 2,000 ₹20,000 | 2,551 ₹25,510 | 4,500 ₹45,000 | 5,400 ₹54,000 |
| 8.00Providing, laying, jointing & testing GMSERW pipes (Zinc coated) of HP Govt.approved make make with 94% circumfrential butt welded joints & 6% intermediate flanged joints of total length by electrical arc welding (weld thickness shall be equal to pipe wall thickness) confirming to BIS/ISO: 3183-2012-of steel grade L-210 (latest with upto dare amendments) for the following pipe diametres having wall thickness & flange table as specified below & capable of withstanding required test/pressure in a random length of 5.5 to 6.5 meters including cost of manufacturing/fabrication of reducers/rapers, all short preces, bends etc. made from parent tubes as per site requirements. The laying of pipe, where ever required, shall include flanged joints duly welded in three layers (two at outer & one at infer face) at suitable spacing as per the directions of the Enginer-in-charge (Earth work in trenches will be measured and paid for seperately) and all operations such as cutting, welding. jointing, fabrication of bends, tees i.e. lowering & laying in excavated Trenches to ensure required level 1/c flushing, cleaning and hydraulic resting complete in all respects shall be carried out to the entire 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 and the pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials ( if damaged during laying jointing operation of pipe) made form the parent tube, shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding of flanges should conform to IS: 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364 including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to 15 2712-1998. The welding electrodes shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carriage of materialwith in all leads and lifts, flushing, cleaning & hydraulic testing. DP rest of butt welded joints complete in all respect and with in all leads and lift as per satisfaction & direction of Engineer in charge. | |||||||||
| 9.00GMSERW Pipe (From Main tank to Post Office at Dehra) | |||||||||
| 10.00 | 125 mm dia GMSERW Pipe Class L210 or Grade A 4.8 mm Thick with flange T-5 | 8,500 | Rmt | 2,299 ₹2.0 Cr | 2,075 ₹1.8 Cr | 2,260 ₹1.9 Cr | 1,791 ₹1.5 Cr | 1,830 ₹1.6 Cr | 1,899 ₹1.6 Cr |
Tender Value
₹2.4 Cr
EMD Value
₹3.2 L
Closing Date
10 Jan 2026, 11:00 amClosed
EE
Jal Shakti Division Dehra
Providing and installation of fire hydrant and GMSERW pipe in Dehra Town
2025_HPIPH_124788_1
DHR-KNG02-728
Open Tender
Civil Works
365 days
Dehra
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
EE Dehra
₹3.2 L
Yes
11 Feb 2026
31 Dec 2025
10 Jan 2026
31 Dec 2025
10 Jan 2026
31 Dec 2025
Providing & fixing Fire Hydrant as per relevat code IS :909-1992 latest with uptodate ammendmends including all acessories required for fixing of Hhydrant such as valves, flanges , within all leads & lifts aas per satisfaction and direction of Engineer in charge
Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.
Providing and laying cement concrete 1:3:6 mix (one cement :Three sand :six stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in Retaining wall as per direction of Engineer- in-Charge with in all lead & lifts.
Providing form work with steel plates 3.15milimetres thick welded with angle iron in frame 30x30x5mm So as give a fair finish including centring shuttering , strutting and propping etc. with wooden battans & ballies, height of propping & centring below supporting floor to celing not exceeding 4.00 metres & removal of the same for in situ reinforced concrete & plain concrete work in :-
Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster,s buttresses plinth string courses & the like as per the direction of the engineer-in-charge with in all lead & lifts.
Providing and laying cement concrete work using concrete mix of 1: 1.5 : 3 (1 Cement :1.5 Sand : 3 Aggregates ) with graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Foundation & Plinth
Providing & fixing SFRC manhole cover with frame having size of 500 mm internal dia ( Medium duty) with in all leads and lifts complete in all respect.
GMSERW Pipe (From Main tank to Post Office at Dehra)
125 mm dia GMSERW Pipe Class L210 or Grade A 4.8 mm Thick with flange T-5
65 mm dia GMSERW Pipe Class L210 or Grade A 4.8 mm Thick with flange T-5
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