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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.8 LAccepted-Finance | ₹1.8 L | L-1 | Accepted-Finance Lowest-1 |
| 2 | L-2₹2.0 L+₹16,899.20 (9.17%)Rejected-Finance | ₹2.0 L+₹16,899.20 (9.17%) | L-2 | Rejected-Finance Lowest-2 |
| 3 | L-3₹2.2 L+₹37,041.80 (20.1%)Rejected-Finance | ₹2.2 L+₹37,041.80 (20.1%) | L-3 | Rejected-Finance Lowest-3 |
| 4 | L-4₹2.3 L+₹40,976.50 (22.2%)Rejected-Finance VILLAGE DOGHARI PO MOVISERI TEHSIL CHACHIOT DISTT MANDI HP | ₹2.3 L+₹40,976.50 (22.2%) | L-4 | Rejected-Finance Lowest-4 |
| Sl No | Description | Qty | Unit | DALEEP KUMAR L2 | GHANSHYAM RANA L1 | suraj chaudhary L3 | AMAR NATH L4 |
|---|---|---|---|---|---|---|---|
| 1.00Removal of horizontal layers filtering media duly graded, screened, cleaned and washed as specified complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | |||||||
| 1.01 | Top layer: fine Sand | 6.52 | Cum | 210 ₹1,369.2 Lowest | 285 ₹1,858.2 | 280 ₹1,825.6 | 304 ₹1,982.08 |
| 1.02 | 2nd layer:3 mm to 6 mm gravel (Coursed Sand) | 4.35 | Cum | 210 ₹913.5 Lowest | 285 ₹1,239.75 | 290 ₹1,261.5 | 305 ₹1,326.75 |
| 1.03 | 3rd Layer: Bajri 6 mm to 20 mm | 4.35 | Cum | 300 ₹1,305 | 285 ₹1,239.75 Lowest | 300 ₹1,305 | 410 ₹1,783.5 |
| 1.04 | 4th Layer: Bajri 20 mm to 25 mm | 4.35 | Cum | 300 ₹1,305 | 285 ₹1,239.75 Lowest | 310 ₹1,348.5 | 411 ₹1,787.85 |
| 1.05 | Bottom layer: Broken stone 50 mm to 75 mm | 6.52 | Cum | 300 ₹1,956 | 285 ₹1,858.2 Lowest | 320 ₹2,086.4 | 409 ₹2,666.68 |
| 2.00 | Removal of dry bricks in filter bed in two layers so as to make cross drains complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 3,102 | Nos. | 0.75 ₹2,326.5 | 0.85 ₹2,636.7 | 5 ₹15,510 | 0.62 ₹1,923.24 Lowest |
| 3.00Water Proofing of Filter Bed:- Providing and laying integral cement based treatment for water proofing on waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surface and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks upto a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-Charge. The product performance shall carry guarantee for 10 years against any leakage complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. | |||||||
| 3.01 | For vertical surface two coats @0.70 Kg per Sqm. | 72.58 | Sqm | 550 ₹39,919 | 500 ₹36,290 | 110 ₹7,983.8 Lowest | 550 ₹39,919 |
| 3.02 | For horizontal surface one coat @1.10 Kg per Sqm. | 43.48 | Sqm | 470 ₹20,435.6 | 600 ₹26,088 | 110 ₹4,782.8 Lowest | 430 ₹18,696.4 |
Tender Value
₹2.6 L
EMD Value
₹5,300
Closing Date
13 Mar 2026, 10:00 amClosed
EE
Executive Engineer JS Division Baggi Distt. Mandi H.P.
as per BOQ
2026_HPIPH_130374_1
EE-JSD-BGI/2025- 31115-64 dt. 03/03/2026
Open Tender
Civil Works
Item Rate
90 days
Baggi
as per NIT
6 documents required · 6 mandatory
₹500
₹5,300
21 Jul 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Removal of horizontal layers filtering media duly graded, screened, cleaned and washed as specified complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | |||||
| 1.01 | Top layer: fine Sand | 6.52 | Cum | - | - |
| 1.02 | 2nd layer:3 mm to 6 mm gravel (Coursed Sand) | 4.35 | Cum | - | - |
| 1.03 | 3rd Layer: Bajri 6 mm to 20 mm | 4.35 | Cum | - | - |
| 1.04 | 4th Layer: Bajri 20 mm to 25 mm | 4.35 | Cum | - | - |
| 1.05 | Bottom layer: Broken stone 50 mm to 75 mm | 6.52 | Cum | - | - |
| 2 | Removal of dry bricks in filter bed in two layers so as to make cross drains complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 3,102 | Nos. | - | - |
| 3Water Proofing of Filter Bed:- Providing and laying integral cement based treatment for water proofing on waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surface and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks upto a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-Charge. The product performance shall carry guarantee for 10 years against any leakage complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. | |||||
| 3.01 | For vertical surface two coats @0.70 Kg per Sqm. | 72.58 | Sqm | - | - |
| 3.02 | For horizontal surface one coat @1.10 Kg per Sqm. | 43.48 | Sqm | - | - |
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