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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance | ₹2.7 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 LAdmitted-Finance | ₹2.8 L | L2 | Admitted-Finance |
| 3 | L3₹3.5 LAdmitted-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | ₹3.5 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIKAS L2 | DUSHYANT DOGRA L1 | SURESH KUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | 17.9 | Cum. | 590 ₹10,561 | 575 ₹10,292.50 | 650 ₹11,635 |
| 2.00Providing 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. | ||||||
| 2.01 | Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | 44 | Sqm | 480 ₹21,120 | 450 ₹19,800 | 580 ₹25,520 |
| 3.00 | Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size with 15% plum and curing complete excluding the cost of form work in retaining wall/ breast wall. The size of plum shall usually be 150mm to 300mm as per HPPWD specification in all respect and as per direction and to the entire satisfaction of Engineer-in-charge. | 15.95 | Cum | 10,500 ₹1.7 L | 10,350 ₹1.7 L | 13,700 ₹2.2 L |
| 4.00 | Providing and laying cement concrete 1:3:6 (1cement :3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth. | 1.68 | Cum | 10,600 ₹17,808 | 10,500 ₹17,640 | 12,700 ₹21,336 |
| 5.00Providing and laying cement concrete linning fifteen centimeters or less for irrigation channel using mixture of cement concrete 1:2:4( 1cement :2 sand :4 graded crushedstone aggregate 20mm nominal size) excluding extra allowances for form work in concrete linning within all leads and lifts as per the instructions of the Engineer-in-charge. | ||||||
| 5.01 | Hand mixed concretre lining in bed | 1.68 | Cum | 11,900 ₹19,992 | 11,800 ₹19,824 | 13,700 ₹23,016 |
| 5.02 | Hand mixed concrete lining in side slopes. | 1.68 | Cum | 11,980 ₹20,126.40 | 11,900 ₹19,992 | 13,700 ₹23,016 |
| 6.00 | Extra allowances for form work in concrete lining on side slopes within all leads and lifts as per the instructions of the Engineer-in-charge. | 1.68 | Cum | 475 ₹798 | 455 ₹764.40 | 610 ₹1,024.80 |
| 7.00 | 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. | 134.4 | Kg. | 155 ₹20,832 | 140 ₹18,816 | 165 ₹22,176 |
Tender Value
₹2.6 L
EMD Value
₹5,260
Closing Date
30 Mar 2026, 11:00 amClosed
EE Jal Shakti Division Katrain
EE Jal Shakti Division Katrain
( SH-C/O Protection wall and C/O Drain in Front of Filter bed) under NABARD
2026_HPIPH_132224_21
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
₹5,260
6 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 |
|---|---|---|---|---|---|---|
Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | - | Cum. | - | - | itemH1Code1 | |
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. | - | - | - | - | code1.02 | |
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | - | Sqm | - | - | itemH1Code2 | |
Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size with 15% plum and curing complete excluding the cost of form work in retaining wall/ breast wall. The size of plum shall usually be 150mm to 300mm as per HPPWD specification in all respect and as per direction and to the entire satisfaction of Engineer-in-charge. | - | Cum | - | - | itemH1Code3 | |
Providing and laying cement concrete 1:3:6 (1cement :3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth. | - | Cum | - | - | itemH1Code4 | |
Providing and laying cement concrete linning fifteen centimeters or less for irrigation channel using mixture of cement concrete 1:2:4( 1cement :2 sand :4 graded crushedstone aggregate 20mm nominal size) excluding extra allowances for form work in concrete linning within all leads and lifts as per the instructions of the Engineer-in-charge. | - | - | - | - | itemH1Code5 | |
Hand mixed concretre lining in bed | - | Cum | - | - | itemH1Code6 | |
Hand mixed concrete lining in side slopes. | - | Cum | - | - | itemH1Code7 | |
Extra allowances for form work in concrete lining on side slopes within all leads and lifts as per the instructions of the Engineer-in-charge. | - | Cum | - | - | itemH1Code8 | |
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. | - | - | itemH1Code9 |
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