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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Finance | ₹3.8 L | L1 | Admitted-Finance |
| 2 | L2₹3.9 L+₹8,192.80 (2.14%)Admitted-Finance | ₹3.9 L+₹8,192.80 (2.14%) | L2 | Admitted-Finance |
| 3 | L3₹4.0 L+₹20,074.33 (5.23%)Admitted-Finance | ₹4.0 L+₹20,074.33 (5.23%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Nishant Rattan Bhardwaj L2 | PAYALINFOTECH PROP VIVEK SHARMA L3 | Tilak Singh L1 |
|---|---|---|---|---|---|---|
| 1.00Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | ||||||
| 1.01 | For Chiesling work | 7.42 | Cum | 750 ₹5,565 | 760 ₹5,639.2 | 740 ₹5,490.8 Lowest |
| 1.02 | For Excavation in Soil | 7.57 | Cum | 360 ₹2,725.2 | 370 ₹2,800.9 | 350 ₹2,649.5 Lowest |
| 2.00Providing form work of steel shuttering with steel plat as 3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two seiling not exceeding 4 mtrs. And removal of the same for insiturein forced conerete and plain concrete work in:- | ||||||
| 2.01 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 26.1 | Sqm | 310 ₹8,091 | 330 ₹8,613 | 298 ₹7,777.8 Lowest |
| 3.00 | Prov.and laying cement concrete 1:5:10 (1Cement: 5 Sand: 10 Graded stone agg.40mm nominal size) with 15% plum & curing complete excluding cost of form work in retaining Walls/ Breast Walls , the size of plums shall usually be 150mm to 300mm as per IPH specification. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | 13.7 | Cum | 6,300 ₹86,310 | 6,500 ₹89,050 | 6,200 ₹84,940 Lowest |
| 4.00 | Stone Bolder filling under floors as per direction and to the entire satisfaction of the Engineer-in-charge. | 6.34 | Cum | 1,800 ₹11,412 | 1,900 ₹12,046 | 1,790 ₹11,348.6 Lowest |
| 5.00 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 1.2 | Cum | 6,870 ₹8,244 | 6,890 ₹8,268 | 6,700 ₹8,040 Lowest |
| 6.00 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3.complete in all respect as per direction and entire satisfaction of Engineer-in-charge. | 213.02 | Sqm | 310 ₹66,036.2 | 320 ₹68,166.4 | 305 ₹64,971.1 Lowest |
| 7.00 | 6mm cement plaster to ceiling in cement mortar 1:4(cement :4 sand) complete in all respect as per direction and entire satisfaction of Engineer-in-charge. | 46.4 | Sqm | 230 ₹10,672 | 230 ₹10,672 | 225 ₹10,440 Lowest |
Tender Value
₹3.8 L
EMD Value
₹7,635
Closing Date
2 Sept 2026, 5:00 pmClosed
Executive Engineer
JSV Division Bhoranj
Repair of RR damages of LWSS Aman 2nd . Shifting and relaying of 80mm 100mm dia Rising Main Gravity main and varios dia Distribution Mohal
2026_HPIPH_142165_1
6803-6862 dated 27-08-2026
Open Tender
Civil Works
Item Rate
120 days
Executive Engineeer Jal Shakti Division Bhoranj
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹7,635
16 Sept 2026
27 Aug 2026
3 Sept 2026
27 Aug 2026
2 Sept 2026
27 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | |||||
| 1.01 | For Chiesling work | 7.42 | Cum | - | - |
| 1.02 | For Excavation in Soil | 7.57 | Cum | - | - |
| 2Providing form work of steel shuttering with steel plat as 3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two seiling not exceeding 4 mtrs. And removal of the same for insiturein forced conerete and plain concrete work in:- | |||||
| 2.01 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 26.1 | Sqm | - | - |
| 3 | Prov.and laying cement concrete 1:5:10 (1Cement: 5 Sand: 10 Graded stone agg.40mm nominal size) with 15% plum & curing complete excluding cost of form work in retaining Walls/ Breast Walls , the size of plums shall usually be 150mm to 300mm as per IPH specification. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | 13.7 | Cum | - | - |
| 4 | Stone Bolder filling under floors as per direction and to the entire satisfaction of the Engineer-in-charge. | 6.34 | Cum | - | - |
| 5 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 1.2 | Cum | - | - |
| 6 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3.complete in all respect as per direction and entire satisfaction of Engineer-in-charge. | 213.02 | Sqm | - | - |
| 7 | 6mm cement plaster to ceiling in cement mortar 1:4(cement :4 sand) complete in all respect as per direction and entire satisfaction of Engineer-in-charge. | 46.4 | Sqm | - | - |
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