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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 LAccepted-AOC ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹1.6 L Quoted ₹3.2 L | 1 | Accepted-AOC Lowest bid amount |
| 2 | 2₹3.2 LSame as 1Rejected-Finance | ₹3.2 LSame as 1 | 2 | Rejected-Finance High rate s |
| 3 | 3₹3.2 L+₹3,162 (0.98%)Rejected-Finance VILLAGE BADOH PO BADEHRI TEH DISTT SHIMLA H P | ₹3.2 L+₹3,162 (0.98%) | 3 | Rejected-Finance High rates |
| Sl No | Description | Qty | Unit | Anil Kumar L1 | Chhaminder Lal L1 | Kanan Construction L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition below G.L. upto 1.50Metres depth and disposal of unserviceable materials within 20 metres lead:Un-reinforced cement concrete more than 15 cm. Thickness. | 5.4 | Cum | 6,000 ₹32,400 | 6,000 ₹32,400 | 5,650 ₹30,510 Lowest |
| 2.00 | Execavation in foundations trenches etc. in earth work lift upto 1.50 mtr. Stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation & then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of allsurplus excavated earth as directed withen a lead of 20 mtrs. in pick and jumper work. | 60.89 | Cum | 720 ₹43,840.8 | 720 ₹43,840.8 | 650 ₹39,578.5 Lowest |
| 3.00Laying, jointing and testing of DI pipes in trenches confirming to IS 8329-2000 in standard lenghts of 4mtrs. To 6 mtrs. Class K-7 including testing and providing tytin (push to joints) to ductile iron and fitting wit tyton rubber ring (SBR quality confirming to IS 12820-1989) including testing of joints (Earth work to be measured and paid for seperately) within all leads and lifts as per direction and entire satisfaction of Engineer-in-charge. | ||||||
| 3.01 | 150 mm dia | 90 | Rmt. | 850 ₹76,500 Lowest | 850 ₹76,500 Lowest | 950 ₹85,500 |
| 4.00 | Providing and laying cement concrete 1:2:4 )1cement 2 sand 4 graded stone agg.20mm nominal size )and curing complete excluding cost of form work in foundation and plinth within all leads and lifts | 5.4 | Cum | 14,500 ₹78,300 Lowest | 14,500 ₹78,300 Lowest | 15,000 ₹81,000 |
| 5.00 | Providing and laying cement concrete 1:4:8 ( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size )and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts | 0.53 | Cum. | 14,000 ₹7,420 Lowest | 14,000 ₹7,420 Lowest | 15,800 ₹8,374 |
| 6.00Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work in:- | ||||||
| 6.01 | Foundations , footings bases of columns and the like and mass concrete work complete in all respect. | 0.44 | Cum. | 15,500 ₹6,820 Lowest | 15,500 ₹6,820 Lowest | 16,000 ₹7,040 |
| 6.02 | Suspended floors, roofs, landing, shelves and their supports balconies, beams and girders bressumers and cantilevers upto floor two levels including all leads and lifts etc. Complete in all respect. | 0.97 | Cum. | 15,900 ₹15,423 Lowest | 15,900 ₹15,423 Lowest | 16,500 ₹16,005 |
| 7.00 | Brick work using common burnt clay building bricks in super structure above plinth level upto floor two level 2nd class bricks cement mortar 1:6(1cement:6sand). | 2.06 | Cum. | 16,000 ₹32,960 | 16,000 ₹32,960 | 15,400 ₹31,724 Lowest |
Tender Value
₹3.2 L
EMD Value
₹6,409
Closing Date
10 Apr 2026, 11:00 amClosed
EE Jal shakti Division Katrain
EE Jal shakti Division Katrain
A/R and M/O Sewerage scheme Manali Town Tehsil Manali Distt. Kullu HP(SH-Laying, jointing and testing of DI pipe 150mm dia and C/O Brick manhole chamber 3 Nos. below Khatu Shyam Temple)
2026_HPIPH_133271_12
EE Katrain 7-50 dated 01/04/2026
Open Tender
Civil Works
Item Rate
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹6,409
3 Jun 2026
3 Apr 2026
10 Apr 2026
3 Apr 2026
10 Apr 2026
3 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Demolition below G.L. upto 1.50Metres depth and disposal of unserviceable materials within 20 metres lead:Un-reinforced cement concrete more than 15 cm. Thickness. | - | Cum | - | - |
| - | Execavation in foundations trenches etc. in earth work lift upto 1.50 mtr. Stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation & then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of allsurplus excavated earth as directed withen a lead of 20 mtrs. in pick and jumper work. | - | Cum | - | - |
| - | Laying, jointing and testing of DI pipes in trenches confirming to IS 8329-2000 in standard lenghts of 4mtrs. To 6 mtrs. Class K-7 including testing and providing tytin (push to joints) to ductile iron and fitting wit tyton rubber ring (SBR quality confirming to IS 12820-1989) including testing of joints (Earth work to be measured and paid for seperately) within all leads and lifts as per direction and entire satisfaction of Engineer-in-charge. | - | - | - | - |
| - | 150 mm dia | - | Rmt. | - | - |
| - | Providing and laying cement concrete 1:2:4 )1cement 2 sand 4 graded stone agg.20mm nominal size )and curing complete excluding cost of form work in foundation and plinth within all leads and lifts | - | Cum | - | - |
| - | Providing and laying cement concrete 1:4:8 ( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size )and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts | - | Cum. | - | - |
| - | Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work in:- | - | - | - | - |
| - | Foundations , footings bases of columns and the like and mass concrete work complete in all respect. | - | Cum. | - | - |
| - | Suspended floors, roofs, landing, shelves and their supports balconies, beams and girders bressumers and cantilevers upto floor two levels including all leads and lifts etc. Complete in all respect. | - | Cum. | - | - |
| - | Brick work using common burnt clay building bricks in super structure above plinth level upto floor two level 2nd class bricks cement mortar 1:6(1cement:6sand). | - | Cum. | - | - |
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