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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAdmitted-Finance | ₹8.6 L | L1 | Admitted-Finance |
| 2 | L2₹9.0 LAdmitted-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | ₹9.0 L | L2 | Admitted-Finance |
| 3 | L3₹9.6 LAdmitted-Finance | ₹9.6 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SURESH KUMAR L2 | SACHIN KUMAR SHARMA L3 | RAJESH KUMAR GOVT. CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 167.5 | Cum | 650 ₹1.1 L | 680 ₹1.1 L | 620 ₹1.0 L |
| 2.00 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand:6 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect. | 1.25 | Cum | 13,200 ₹16,500 | 13,500 ₹16,875 | 13,000 ₹16,250 |
| 3.00 | Random rubble masonry/polygonal rubble masonry un-coursed/brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1cement :6 sand :12 graded stone aggregate 20mm nominal size) in Cement mortar 1:6(1cement : 6sand) with in all leads and lifts as per the direction of Engineer-in-Charge. | 21 | Cum | 11,800 ₹2.5 L | 12,000 ₹2.5 L | 11,500 ₹2.4 L |
| 4.00Providing, laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately) | ||||||
| 4.01 | 50mm dia | 500 | Rmt. | 900 ₹4.5 L | 1,000 ₹5 L | 850 ₹4.3 L |
| 5.00 | Manufacturing, supplying and fixing of M.S. sheet stoarge tank welded alround complete with 40mm nominal bore galvanized mild steel over flow tubes fittings and mosqulite proof coupling of approved municipal design and mosquito proof mild steel cover with locking arrangement including providing pads of size as required for inlet and outlet tubes and inside painting with a priming coat of a red lead as per direction of Engineer in charge 270 liters net capacity stoarge tank of 2.00 mm thick MS steel size 0.7x0.60x0.60 mtr. with in all leads and lifts as per the direction of Engineer in charge. | 2 | Each | 38,500 ₹77,000 | 39,200 ₹78,400 | 35,000 ₹70,000 |
Tender Value
₹5.4 L
EMD Value
₹10,859
Closing Date
30 Mar 2026, 11:00 amClosed
EE Jal Shakti Division Katrain
EE Jal Shakti Division Katrain
(SH- C/o Providing, laying, jointing and testing of GI pipes of 50 mm dia at various RD C/o Masonary pillar and Manufacturing, supplying and fixing of M.S. sheet storage tank) (under PDNA at Sr. No. 3014)
2026_HPIPH_132224_12
EE Katrain 109561-600 dated 20.03.2026
Open Tender
Civil Works
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹10,859
4 Apr 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
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 | - | - | itemH1Code1 | |
Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand:6 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect. | - | Cum | - | - | code1.02 | |
Random rubble masonry/polygonal rubble masonry un-coursed/brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1cement :6 sand :12 graded stone aggregate 20mm nominal size) in Cement mortar 1:6(1cement : 6sand) with in all leads and lifts as per the direction of Engineer-in-Charge. | - | Cum | - | - | itemH1Code2 | |
Providing, laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately) | - | - | - | - | code1.03 | |
50mm dia | - | Rmt. | - | - | code1.04 | |
Manufacturing, supplying and fixing of M.S. sheet stoarge tank welded alround complete with 40mm nominal bore galvanized mild steel over flow tubes fittings and mosqulite proof coupling of approved municipal design and mosquito proof mild steel cover with locking arrangement including providing pads of size as required for inlet and outlet tubes and inside painting with a priming coat of a red lead as per direction of Engineer in charge 270 liters net capacity stoarge tank of 2.00 mm thick MS steel size 0.7x0.60x0.60 mtr. with in all leads and lifts as per the direction of Engineer in charge. | - | Each | - | - | code1.05 |
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