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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Finance | ₹8.8 L | L1 | Admitted-Finance |
| 2 | L2₹11.3 LAdmitted-Finance | ₹11.3 L | L2 | Admitted-Finance |
| 3 | L3₹12.0 LAdmitted-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | ₹12.0 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SURESH KUMAR L3 | RAJESH KUMAR GOVT. CONTRACTOR L1 | SACHIN KUMAR SHARMA 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. | 18.75 | Cum. | 710 ₹13,312.50 | 620 ₹11,625 | 750 ₹14,062.50 |
| 2.00Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1½ sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts. | ||||||
| 2.01 | Foundations , footings bases of columns and the like and mass concrete work complete in all respect. | 4.27 | Cum | 20,500 ₹87,535 | 19,000 ₹81,130 | 20,500 ₹87,535 |
| 2.02 | Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect. | 12.7 | Cum | 20,500 ₹2.6 L | 19,200 ₹2.4 L | 20,500 ₹2.6 L |
| 3.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | ||||||
| 3.01 | Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | 116.57 | Sqm | 850 ₹99,084.50 | 750 ₹87,427.50 | 950 ₹1.1 L |
| 4.00 | Providing and placing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge. | 1,018 | Kg. | 180 ₹1.8 L | 115 ₹1.2 L | 165 ₹1.7 L |
| 5.00 | Wire crates made of G.I. wire filled with boulders with square and cut faced against the wire ( Wire crates to be measured and paid for separately ) with in all leads ,lifts, carriage and to the entire satisfaction of engineer in charge.The weight of each boulder should not be less than 18 kgs. | 39.06 | Cum | 4,200 ₹1.6 L | 3,800 ₹1.5 L | 4,500 ₹1.8 L |
| 6.00 | Wire crate made of G.I. wire hand woven (double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6 15cmx15cm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire satisfaction of Engineer-in-charge. | 156.25 | Sqm | 2,500 ₹3.9 L | 1,200 ₹1.9 L | 2,000 ₹3.1 L |
Tender Value
₹5.3 L
EMD Value
₹10,642
Closing Date
10 Apr 2026, 11:00 amClosed
EE Jal Shakti Division Katrain
EE Jal Shakti Division Katrain
(SH- Providing Jeckting of storage tank 5nos. And c/o Wire crate ) (Under PDNA at Sr. No.18209)
2026_HPIPH_133271_3
EE Katrain 7-50 dated 01/04/2026
Open Tender
Civil Works
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹10,642
15 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
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. | - | Cum. | - | - | itemH1Code1 | |
Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1½ sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts. | - | - | - | - | itemH1Code2 | |
Foundations , footings bases of columns and the like and mass concrete work complete in all respect. | - | Cum | - | - | itemH1Code3 | |
Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect. | - | Cum | - | - | itemH1Code4 | |
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | - | - | - | - | itemH1Code5 | |
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | - | Sqm | - | - | itemH1Code6 | |
Providing and placing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge. | - | Kg. | - | - | itemH1Code7 | |
Wire crates made of G.I. wire filled with boulders with square and cut faced against the wire ( Wire crates to be measured and paid for separately ) with in all leads ,lifts, carriage and to the entire satisfaction of engineer in charge.The weight of each boulder should not be less than 18 kgs. | - | Cum | - | - | itemH1Code8 | |
Wire crate made of G.I. wire hand woven (double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6 15cmx15cm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire satisfaction of Engineer-in-charge. | - | Sqm | - | - | itemH1Code9 |
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