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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | ₹7.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.0 L+₹32,769.96 (4.28%)Rejected-Finance VPO BAGGA TEHSIL JAWALI DISTRICT KANGRA | KANGRA | HIMACHAL PRADESH | 176001 | ₹8.0 L+₹32,769.96 (4.28%) | L2 | Rejected-Finance Rejected (Highest) |
| 3 | L3₹8.8 L+₹1.1 L (14.7%)Rejected-Finance | ₹8.8 L+₹1.1 L (14.7%) | L3 | Rejected-Finance Rejected (Highest) |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | MAYANK JASWAL GOVT CONTRACTOR L1 | Sachin Katoch Govt Contractor L2 | M/S. SHANKRA GOVT CONTRACTOR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation in trenches in earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc., consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in- Charge. | 951.9 | Per/Cum | 255 ₹2,42,734.5 | 220 ₹2,09,418 Lowest | 240 ₹2,28,456 |
| 2.00 | Providing and laying cement concrete 1:6:12 (1Cement:6sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts as per the direction of Engineer-in-Charge. | 1.04 | Per/Cum | 4,000 ₹4,160 | 3,200 ₹3,328 Lowest | 5,020 ₹5,220.8 |
| 3.00 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. | 3.44 | Per/Cum | 4,500 ₹15,480 | 3,600 ₹12,384 Lowest | 5,500 ₹18,920 |
| 4.00Providing and laying cement concrete work 1 : 2 : 4 ( 1 cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | ||||||
| 4.01 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. | 3.34 | Per/Cum | 6,000 ₹20,040 Lowest | 6,800 ₹22,712 | 7,000 ₹23,380 |
| 4.02 | In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | 10.15 | Per/Cum | 5,500 ₹55,825 Lowest | 7,000 ₹71,050 | 7,000 ₹71,050 |
| 4.03 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level. | 3.18 | Per/Cum | 6,500 ₹20,670 Lowest | 7,000 ₹22,260 | 7,500 ₹23,850 |
| 5.00Providing and laying cement concrete work 1:1:5:3(1 Cement:1:5Sand:3 crushed stone aggregate 20mm nominal size) and curing complete excluding cost of form work in | ||||||
| 5.01 | (a) Lintels, beams ,griders bressumers and cantilevers upto all floor level. | 0.08 | Per/Cum | 7,300 ₹569.4 | 5,000 ₹390 Lowest | 8,600 ₹670.8 |
| 6.00 | Random rubble stone masonry coursed with hard stone of approved quality in foun. & plinth i/c racking out of joints in CM 1:6 in all leads & lifts | 7.2 | Per/Cum | 4,900 ₹35,280 Lowest | 6,250 ₹45,000 | 6,000 ₹43,200 |
Tender Value
₹12.2 L
EMD Value
₹24,335
Closing Date
17 Aug 2026, 11:00 amClosed
Executive Engineer
JSV Division Indora
C/O Pump house,C/O 12 Nos Outlet,C/O Delivery Tank and providing laying jointing and testing of 160mm ,180 mm ,200 mm 225 mm dia HDPE pipe in distribution system) (Tube well Ulehrian-II
2026_HPIPH_140720_1
EE-JSV-NIT-3336-66 dated 06-08-2026
Open Tender
Civil Works
Item Rate
Indora
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹24,335
19 Sept 2026
6 Aug 2026
17 Aug 2026
6 Aug 2026
17 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation in trenches in earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc., consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in- Charge. | 951.9 | Per/Cum | 100 | ₹95,190 |
| 2 | Providing and laying cement concrete 1:6:12 (1Cement:6sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts as per the direction of Engineer-in-Charge. | 1.04 | Per/Cum | 101 | ₹105.04 |
| 3 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. | 3.44 | Per/Cum | - | - |
| 4Providing and laying cement concrete work 1 : 2 : 4 ( 1 cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 4.01 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. | 3.34 | Per/Cum | - | - |
| 4.02 | In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | 10.15 | Per/Cum | - | - |
| 4.03 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level. | 3.18 | Per/Cum | - | - |
| 5Providing and laying cement concrete work 1:1:5:3(1 Cement:1:5Sand:3 crushed stone aggregate 20mm nominal size) and curing complete excluding cost of form work in | |||||
| 5.01 | (a) Lintels, beams ,griders bressumers and cantilevers upto all floor level. | 1 | Per/Cum | - | - |
| 6 | Random rubble stone masonry coursed with hard stone of approved quality in foun. & plinth i/c racking out of joints in CM 1:6 in all leads & lifts | 7.2 | Per/Cum | - | - |
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