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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance S O SH RAMESH KUMAR VILLAGE PASSAR PO BALH KAWAR TEHSIL LAD BHAROL DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L1 | Admitted-Finance | |
| 2 | L2₹3.0 Cr+₹67.6 L (28.8%)Admitted-Finance VILL AND P O JAHU NEAR SHIV MANDIR TEHSIL BHORANJ DISTT HAMIRPUR HP | JAHU | HAMIRPUR | HIMACHAL PRADESH | L2 | Admitted-Finance | |
| 3 | L3₹3.1 Cr+₹75.7 L (32.2%)Admitted-Finance NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | L3 | Admitted-Finance | |
| 4 | L4₹3.2 Cr+₹89.1 L (37.9%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹3.4 Cr+₹1.0 Cr (44.5%)Admitted-Finance VILLAGE DOHAL PO PATTI TEHSIL PALAMPUR DISTRICT KANGRA | KANGRA | HIMACHAL PRADESH | 175013 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S.S. Chauhans Construction Private Limited L2 | GANTANTAR THAKUR L5 | gagan ohri L4 | Lalit Pal L1 | YOG RAJ L3 | Shashank Jagota Govt. Contractor L6 | Virender Singh Raghwa L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposing of excavated earth up to all lead of 20 mtrs and lift up to 1.50 mtrs . Disposal work earth to be levelled and neatly dressed in spade work with in all leads & lifts and to the entrire satisfaction of the Engineer in charge. | 1,313.2 | Cum | 200 ₹2,62,640 | 200 ₹2,62,640 | 130 ₹1,70,716 | 113 ₹1,48,391.6 | 100 ₹1,31,320 | 79 ₹1,03,742.8 Lowest | 325 ₹4,26,790 |
| 2.00 | Excavation in earth work upto all depths in all classification of soil as pick work, jumper work, satutred soil including bailing of pumping out water, blasting, soft /hard rock or chiselling soft / hard rock where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shoring, strutting , plankings, timbering and dewatering where ever required, stacking the serviceable/unserviceable material / soilseparetely and then disposing of all excavated earth up to all leads and lifts, disposed earth to be levelled and neatly dressed as per direction and to the entire satisfaction of the Engineer in charge. | 3,066.69 | Cum | 240 ₹7,36,005.6 | 220 ₹6,74,671.8 | 130 ₹3,98,669.7 | 113.24 ₹3,47,261.86 | 100 ₹3,06,669 | 79 ₹2,42,268.51 Lowest | 325 ₹9,96,674.25 |
| 3.00 | Wire crates made of GI wire filled with boulders with square cut faces against the wire ( boulder filling to be measured & paid separetely) with GI wire 5.00 mm thick corresponding to SWG-6 of 15 x 15 cm mesh double knot in apron ( 1.25 x 1.25 x.75 m ) including carriage of materials with in all leads and lifts as per direction and to the entire satisfaction of the Engineer in charge. | 43,289.94 | Sqm | 295 ₹1,27,70,532.3 | 280 ₹1,21,21,183.2 Lowest | 360 ₹1,55,84,378.4 | 314 ₹1,35,93,041.16 | 300 ₹1,29,86,982 | 385 ₹1,66,66,626.9 | 335 ₹1,45,02,129.9 |
| 4.00 | Providing & laying stone filling in apron of guide banks embankment , Gabion walls in wire crates made of GI wire filled with boulders with square faces against the wire ( wire crates to be measured and paid for separetely) i/c carriage of materials with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge. | 9,287.58 | Cum | 1,775 ₹1,64,85,454.5 | 2,250 ₹2,08,97,055 | 1,750 ₹1,62,53,265 | 1,013 ₹94,08,318.54 Lowest | 1,900 ₹1,76,46,402 | 1,875 ₹1,74,14,212.5 | 2,115 ₹1,96,43,231.7 |
Tender Value
₹3.7 Cr
EMD Value
₹4.0 L
Closing Date
17 Sept 2026, 5:00 pmClosed
EE JSD CTR
EE JSD CTR
Providing flood protection works and Channelization to Sukad Khad in Tehsil Joginder Nagar District Mandi H.P SH Co Stone filled wire crates Right Bank Left Bank 1400 Rmt, Co Toe wall 1400 Rmt and CO Check structure at RD 750,1000 1200 Under NABA
2026_HPIPH_143021_1
No.-EE-JSV-TA-7563-7612 dated 08.09.2026
Open Tender
Civil Works - Others
Item Rate
90 days
Chauntra
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,000
EE CHAUNTRA
₹4.0 L
Yes
DHARAMPUR
16 Oct 2026
8 Sept 2026
18 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in earth work and disposing of excavated earth up to all lead of 20 mtrs and lift up to 1.50 mtrs . Disposal work earth to be levelled and neatly dressed in spade work with in all leads & lifts and to the entrire satisfaction of the Engineer in charge. | 1,313.2 | Cum | - | - |
| 2 | Excavation in earth work upto all depths in all classification of soil as pick work, jumper work, satutred soil including bailing of pumping out water, blasting, soft /hard rock or chiselling soft / hard rock where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shoring, strutting , plankings, timbering and dewatering where ever required, stacking the serviceable/unserviceable material / soilseparetely and then disposing of all excavated earth up to all leads and lifts, disposed earth to be levelled and neatly dressed as per direction and to the entire satisfaction of the Engineer in charge. | 3,066.69 | Cum | - | - |
| 3 | Wire crates made of GI wire filled with boulders with square cut faces against the wire ( boulder filling to be measured & paid separetely) with GI wire 5.00 mm thick corresponding to SWG-6 of 15 x 15 cm mesh double knot in apron ( 1.25 x 1.25 x.75 m ) including carriage of materials with in all leads and lifts as per direction and to the entire satisfaction of the Engineer in charge. | 43,289.94 | Sqm | - | - |
| 4 | Providing & laying stone filling in apron of guide banks embankment , Gabion walls in wire crates made of GI wire filled with boulders with square faces against the wire ( wire crates to be measured and paid for separetely) i/c carriage of materials with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge. | 9,287.58 | Cum | - | - |
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