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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | L1 | Admitted-Finance | |
| 2 | L2₹4.2 L+₹36,332 (9.50%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹4.4 L+₹59,270 (15.5%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SURESH KUMAR L1 | SACHIN KUMAR SHARMA L3 | RAJESH KUMAR GOVT. CONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | 5.2 | Cum | 580 ₹3,016 Lowest | 650 ₹3,380 | 600 ₹3,120 |
| 2.00 | Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth. | 1.72 | Cum | 16,000 ₹27,520 Lowest | 16,850 ₹28,982 | 16,500 ₹28,380 |
| 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. | 13.12 | Cum | 12,000 ₹1,57,440 Lowest | 13,500 ₹1,77,120 | 12,400 ₹1,62,688 |
| 4.00Providing and laying cement concrete 1:2:4 (1cement :2 sand :4 graded stone agg. 20mm nominal size) and curing complete excluding the cost of form work in | ||||||
| 4.01 | Foundation, footings, bases of columns and the like mass concrete in all leads and lifts. | 0.24 | Cum | 18,000 ₹4,320 Lowest | 19,100 ₹4,584 | 18,500 ₹4,440 |
| 5.00Dismentaling of existing G.I. pipes and cutting the welded joints with minimum wastage of pipe and stacking at site of following dia meter as per direction and to the entire satisfaction of Engineer in charge. | ||||||
| 5.01 | 125mm dia | 100 | Joints | 200 ₹20,000 Lowest | 280 ₹28,000 | 250 ₹25,000 |
| 6.00Carriage of dismentaled old G.I. pipe and stacking at store of following dia meter as per direction and to the entire satisfaction of Engineer in charge. | ||||||
| 6.01 | 125mm dia | 300 | Rmt. | 150 ₹45,000 Lowest | 210 ₹63,000 | 200 ₹60,000 |
| 7.00Welding of joint( by way of circumfrential butt welded joints by electrical arc welding ) to G.I. Pipes of following dia meters confirming to BIS 1239-2001 (latest with upto date amendments) having wall thickness as per code with bevelled / plain ends in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. | ||||||
Tender Value
₹3.0 L
EMD Value
₹5,921
Closing Date
12 Dec 2025, 11:00 amClosed
EE JSD KATRAIN
JSD KATRAIN
SH CO supporting piller and dismantling, change of alignment, relaying jointing laying jointing testing of GI pipes 125 mm dia at various RDS
2025_HPIPH_122430_1
NIT NO 6594-6644 DATED 27.11.2025
Open Tender
Civil Works
Item Rate
KATRAIN
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE JSD KATRAIN
₹5,921
29 Dec 2025
2 Dec 2025
12 Dec 2025
2 Dec 2025
12 Dec 2025
2 Dec 2025
Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts.
Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth.
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.
Providing and laying cement concrete 1:2:4 (1cement :2 sand :4 graded stone agg. 20mm nominal size) and curing complete excluding the cost of form work in
Foundation, footings, bases of columns and the like mass concrete in all leads and lifts.
Dismentaling of existing G.I. pipes and cutting the welded joints with minimum wastage of pipe and stacking at site of following dia meter as per direction and to the entire satisfaction of Engineer in charge.
125mm dia
Carriage of dismentaled old G.I. pipe and stacking at store of following dia meter as per direction and to the entire satisfaction of Engineer in charge.
125mm dia
Welding of joint( by way of circumfrential butt welded joints by electrical arc welding ) to G.I. Pipes of following dia meters confirming to BIS 1239-2001 (latest with upto date amendments) having wall thickness as per code with bevelled / plain ends in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts.
125mm dia
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