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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L Quoted ₹2.6 L | L1 | Accepted-AOC Accept |
| 2 | L2₹2.7 L+₹6,897 (2.67%)Rejected-AOC R O VILL P O NAIN TEHSIL BARSAR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹2.7 L+₹6,897 (2.67%) | L2 | Rejected-AOC Reject |
| 3 | L3₹2.7 L+₹12,259 (4.74%)Rejected-AOC | ₹2.7 L+₹12,259 (4.74%) | L3 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | Parveen kumar L2 | Jeetender Singh L1 | Dan Singh L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. (for pipe and pits) up to all depth and in all kind of sol Jumper work, saturated soil including bailling or pumping out water, blasting in soft/ hard rock, dieeling/weding out of same where blasting is prohibited in all lead and lift including trimming and dressing of side, leveling of bede to correct grade including shoring, strutting, planking timbering and dewatering where ever munt, stating the usable and unusable and un-usable materials/soil separately and after laying, pinting and testing of pipes, retuming the useful soil trenches in 15 cm layers by ramming and watering and then disposing of afspecte soll/unusable materials as directed with in all leads/lifts including restoration of unmetered/unmetered surfaces to Its original conditions and including cost of diversion of traffic, night signals, fixing caution board, crosing over trenches for access to houses, fencing etc. complete in all respects within all leads and it as per direction of Engineer-in-charge. | 26.33 | Cum | 590 ₹15,534.7 | 580 ₹15,271.4 Lowest | 600 ₹15,798 |
| 2.00Laying, jointing and testing in trenches (to level or grade) of GMS pipes light class jointed with 1% fanged -27% butt weld joints with of below diametre conforming to IS 1239-1990 (Part-1) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends and jointed with MS Flanges conforming to 15 6392-1971(Latest uptodate amendments) and welding of flanges as per IS 816-1969 with electrodes as per 15 814-1991 including required number and of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 31.00 mmin thickness as per IS 2712-1998. The welding of flanges to be done on both faces (two layers outter side & one neer side) to make the joints leak proof (earth work, providing and welding MS flanges and butt welded joints to be mearsured and paid separately) and to entire satisfaction of the Engineer-in-Charge. The laying of pipes conformet IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and pating including flushing, cleaning and hydraulic testing complete in all respect. Excavation in trench, providing and welding of M.S. Flanges and butt welded joint shall be measured and paid for seperately (Labour rate) | ||||||
| 2.01 | 80 mm dia | 80 | Rmt | 30 ₹2,400 | 28 ₹2,240 Lowest | 30 ₹2,400 |
| 2.02 | 65 mm dia | 150 | Rmt | 23 ₹3,450 | 22 ₹3,300 Lowest | 25 ₹3,750 |
| 3.00Providing circumferencial Butt welded joints by electrical arc welding to flowing da. GNS Ppes dedique number of weld runs including thread cutting so as to achieve the neeman effective throat thickness of conforming to IS 816-1969 specifications, by using weiding electrodes of 2.5mm to 6.3mm of Adarsko (Adore) CITOJET/ESAB make, conforming to I5 814-1991, at stof work complete in respecting manual/mechanical handling of pipes in all leads and lifts to the entre satisfaction of EngrenOurge | ||||||
| 3.01 | 80 mm dia | 20 | Joint | 675 ₹13,500 | 670 ₹13,400 Lowest | 680 ₹13,600 |
| 3.02 | 65 mm dia | 40 | Joint | 595 ₹23,800 | 590 ₹23,600 Lowest | 600 ₹24,000 |
| 4.00 | The Pump should be fitted with the bronze impeller of suitable alloys as per BIS 8034-376 with upto date ammendments suitable for clear water having greased packed bearing and shaft with wound stator on motor side and with shaft 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, RPM 2900/1450 of reputed make conforming to Kirloskar/Crompton/NGEF specification latest with upto amendments. The pump shall be fitted with a divice to take up expension of water with the heating of motor. The squirrel cage electric induction motor (Water-proof type of suitable H.P. motor of same make as that of pump confcorming to BIS-9287-1979 latest with upto date ammendments totally dust and water proof for submersible duty isolated from the pump by intermedaite casing with double mechanical seal in oil chamber and greased packed lubricated bearing and providing with stainless thurst bearing plate to with stand the vertical load with minimum wear and tear It should also be fitted with a divice to take up expansion of water with the heating of motor. The pump should we include water level guards, erection clamps, cable clips and depth guage etc and suitable for operation on data given below:- | 1 | set of 3 HP | 78,000 ₹78,000 | 75,000 ₹75,000 Lowest | 81,000 ₹81,000 |
| 4.01SITE CONDITIONS:- Static Head : 19.00 mtrs Discharge required : 3.46 LPS each set. No. of Pump required. : 1Nos Location of the site of installation of machinery: The site is located at Bahru a distance of Km from Dharampur. The Altitude of:- The Altitude of place is 600 mtrs above MSL Type of Current:- AC three phase supply with Rate Voltage:- 415+/-10% Type of water and its Charactristics of water a) Ambient -- b) Turbidity NTU -- NTU c) Hardness 260 Mg/Ltrs -- d) PH Value 5.00 HP -- e) Total Solid Mg/Lts)PH Value -- Other Static head in mtrs -- 19.00 mtr Length of R/main : 80 mtr Dia of Rising main: -- 80 mm dia No of working hours. 8 hours Limit of Pump :- (-) 15% (+) 10% of R. M.P. of Pumping : 2900 RPM (or to be specified by the tenderer) Test run :- 16 Hours continueously for 7 days. | ||||||
| 5.00 | Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted The drawing of panel board shall be subject to approval of Engineer-in-Charge. | 1 | Each | - | - | - |
Tender Value
₹2.2 L
EMD Value
₹4,380
Closing Date
6 Mar 2026, 5:00 pmClosed
Executive Engineer
JS Division Dharampur Bharari
Restoration of rain damages to LWSS Bahroo Mortan in Tehsil Dharampur Distt. Mandi HP
2026_HPIPH_129695_1
16048-16097 Dated 25-02-2026
Open Tender
Civil Works
Item Rate
Dharampur
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹4,380
8 Jul 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. (for pipe and pits) up to all depth and in all kind of sol Jumper work, saturated soil including bailling or pumping out water, blasting in soft/ hard rock, dieeling/weding out of same where blasting is prohibited in all lead and lift including trimming and dressing of side, leveling of bede to correct grade including shoring, strutting, planking timbering and dewatering where ever munt, stating the usable and unusable and un-usable materials/soil separately and after laying, pinting and testing of pipes, retuming the useful soil trenches in 15 cm layers by ramming and watering and then disposing of afspecte soll/unusable materials as directed with in all leads/lifts including restoration of unmetered/unmetered surfaces to Its original conditions and including cost of diversion of traffic, night signals, fixing caution board, crosing over trenches for access to houses, fencing etc. complete in all respects within all leads and it as per direction of Engineer-in-charge. | 26.33 | Cum | 100 | ₹2,633 |
| 2Laying, jointing and testing in trenches (to level or grade) of GMS pipes light class jointed with 1% fanged -27% butt weld joints with of below diametre conforming to IS 1239-1990 (Part-1) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends and jointed with MS Flanges conforming to 15 6392-1971(Latest uptodate amendments) and welding of flanges as per IS 816-1969 with electrodes as per 15 814-1991 including required number and of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 31.00 mmin thickness as per IS 2712-1998. The welding of flanges to be done on both faces (two layers outter side & one neer side) to make the joints leak proof (earth work, providing and welding MS flanges and butt welded joints to be mearsured and paid separately) and to entire satisfaction of the Engineer-in-Charge. The laying of pipes conformet IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and pating including flushing, cleaning and hydraulic testing complete in all respect. Excavation in trench, providing and welding of M.S. Flanges and butt welded joint shall be measured and paid for seperately (Labour rate) | |||||
| 2.01 | 80 mm dia | 80 | Rmt | 100 | ₹8,000 |
| 2.02 | 65 mm dia | 150 | Rmt | 100 | ₹15,000 |
| 3Providing circumferencial Butt welded joints by electrical arc welding to flowing da. GNS Ppes dedique number of weld runs including thread cutting so as to achieve the neeman effective throat thickness of conforming to IS 816-1969 specifications, by using weiding electrodes of 2.5mm to 6.3mm of Adarsko (Adore) CITOJET/ESAB make, conforming to I5 814-1991, at stof work complete in respecting manual/mechanical handling of pipes in all leads and lifts to the entre satisfaction of EngrenOurge | |||||
| 3.01 | 80 mm dia | 20 | Joint | 100 | ₹2,000 |
| 3.02 | 65 mm dia | 40 | Joint | 100 | ₹4,000 |
| 4 | The Pump should be fitted with the bronze impeller of suitable alloys as per BIS 8034-376 with upto date ammendments suitable for clear water having greased packed bearing and shaft with wound stator on motor side and with shaft 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, RPM 2900/1450 of reputed make conforming to Kirloskar/Crompton/NGEF specification latest with upto amendments. The pump shall be fitted with a divice to take up expension of water with the heating of motor. The squirrel cage electric induction motor (Water-proof type of suitable H.P. motor of same make as that of pump confcorming to BIS-9287-1979 latest with upto date ammendments totally dust and water proof for submersible duty isolated from the pump by intermedaite casing with double mechanical seal in oil chamber and greased packed lubricated bearing and providing with stainless thurst bearing plate to with stand the vertical load with minimum wear and tear It should also be fitted with a divice to take up expansion of water with the heating of motor. The pump should we include water level guards, erection clamps, cable clips and depth guage etc and suitable for operation on data given below:- | 1 | set of 3 HP | 100 | ₹100 |
| 4.01 | SITE CONDITIONS:-
Static Head : 19.00 mtrs
Discharge required : 3.46 LPS each set.
No. of Pump required. : 1Nos
Location of the site of installation of machinery: The site is located at Bahru a distance of Km from Dharampur.
The Altitude of:- The Altitude of place is 600 mtrs above MSL
Type of Current:- AC three phase supply with
Rate Voltage:- 415+/-10%
Type of water and its
Charactristics of water
a) Ambient --
b) Turbidity NTU -- NTU
c) Hardness 260 Mg/Ltrs --
d) PH Value 5.00 HP --
e) Total Solid Mg/Lts)PH Value --
Other
Static head in mtrs -- 19.00 mtr
Length of R/main : 80 mtr
Dia of Rising main: -- 80 mm dia
No of working hours. 8 hours
Limit of Pump :- (-) 15% (+) 10% of
R. M.P. of Pumping : 2900 RPM (or to be specified by the tenderer)
Test run :- 16 Hours continueously for 7 days. | - | - | - | - |
| 5 | Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted The drawing of panel board shall be subject to approval of Engineer-in-Charge. | 1 | Each | 100 | ₹100 |
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