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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | L1 | Admitted-Finance | |
| 2 | L2₹2.8 L+₹23,670 (9.25%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹3.1 L+₹56,900 (22.2%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAJESH KUMAR GOVT. CONTRACTOR L2 | SURESH KUMAR L1 | SACHIN KUMAR SHARMA L3 |
|---|---|---|---|---|---|---|
| 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. | 189 | Cum. | 580 ₹1,09,620 | 550 ₹1,03,950 Lowest | 650 ₹1,22,850 |
| 2.00Laying, 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) | ||||||
| 2.01 | 40mm dia | 2,000 | Rmt. | 85 ₹1,70,000 | 76 ₹1,52,000 Lowest | 95 ₹1,90,000 |
Tender Value
₹2.2 L
EMD Value
₹4,319
Closing Date
12 Dec 2025, 11:00 amClosed
EE JSD KATRAIN
JSD KATRAIN
SH Laying jointing testing of GI pipes 40 mm dia from Nalgi Nallah to village Galchet
2025_HPIPH_122435_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
₹4,319
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.
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)
40mm dia
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