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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹6.1 L+₹39,365.25 (6.86%)Rejected-Finance VILLAGE BANAS P O JAON TEHSIL ANNI DISTT KULLU HP | SHIMLA | HIMACHAL PRADESH | 172001 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Contractor L2 | ASHEESH DEV L1 |
|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all kind and classification of soil such as pick work, jumper work, blasting work, saturated soil including chiselling/ wedging out of rocks ( where blasting work is prohibited ) conglomerate rocks and mixed variety of soil etc. up to all leads and lifts stacking the serviceable and unserviceable material separately and disposal of excavated earth with in all leads and lifts. | 13.33 | Cum | 310 ₹4,132.3 | 300 ₹3,999 Lowest |
| 2.00 | Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.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 and watering and disposing of all surplus excavated earth as directed within all leads and lifts. | 100.33 | Cum | 405 ₹40,633.65 | 390 ₹39,128.7 Lowest |
| 3.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts: | |||||
| 3.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 40.3 | Sqm | 440 ₹17,732 Lowest | 450 ₹18,135 |
| 4.00 | Providing and laying cement concrete 1:5:10 (1cement: 5sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 30.95 | Cum | 7,400 ₹2,29,030 | 7,200 ₹2,22,840 Lowest |
| 5.00 | Boulder filling behind the R/Wall complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 7.2 | Cum | 2,300 ₹16,560 | 2,100 ₹15,120 Lowest |
| 6.00Providing Laying, jointing and testing in trenches galvanized mild steel screwed and socketed pipes confirming to BIS 1239 (Part-1) 2004 (Latest with upto date ammendements having wall thickness as per code and capable of withstanding required test pressure in a random length of 4 to 7 meters.) of following class and diameter from approved manufacturer complete in all respect and stacking proper at site with the entire satisfaction of the Engineer-in-Charge. | |||||
| 6.01 | 65 mm dia. (Light class) Screwed & Socketed. | 150 | Rmt. | 650 ₹97,500 | 620 ₹93,000 Lowest |
| 6.02 | 50 mm dia. (Light class) Screwed & Socketed. | 200 | Rmt. | 490 ₹98,000 | 460 ₹92,000 Lowest |
| 6.03 | 40 mm dia. (Light class) Screwed & Socketed. | 250 | Rmt. | 440 ₹1,10,000 | 400 ₹1,00,000 Lowest |
Tender Value
₹5.8 L
EMD Value
₹11,526
Closing Date
24 Sept 2026, 5:00 pmClosed
EE JSV Division Anni
EE JSV Division Anni
SH C/o PCC Retaining wall 5 mtrs. for Protection of storage tank at Utkhanair C/o PCC Retaining wall 7 mtrs in front side for protection of storage tank at Tipper bag and Providing Laying Jointing and Testing of G.I. pipe 65 mm 100 Rmt 50 mm
2026_HPIPH_143626_1
6020-6080
Open Tender
Civil Works
Item Rate
60 days
Showad
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹11,526
30 Sept 2026
17 Sept 2026
25 Sept 2026
18 Sept 2026
24 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work in all kind and classification of soil such as pick work, jumper work, blasting work, saturated soil including chiselling/ wedging out of rocks ( where blasting work is prohibited ) conglomerate rocks and mixed variety of soil etc. up to all leads and lifts stacking the serviceable and unserviceable material separately and disposal of excavated earth with in all leads and lifts. | 13.33 | Cum | - | - |
| 2 | Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.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 and watering and disposing of all surplus excavated earth as directed within all leads and lifts. | 100.33 | Cum | - | - |
| 3Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts: | |||||
| 3.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 40.3 | Sqm | - | - |
| 4 | Providing and laying cement concrete 1:5:10 (1cement: 5sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 30.95 | Cum | - | - |
| 5 | Boulder filling behind the R/Wall complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 7.2 | Cum | - | - |
| 6Providing Laying, jointing and testing in trenches galvanized mild steel screwed and socketed pipes confirming to BIS 1239 (Part-1) 2004 (Latest with upto date ammendements having wall thickness as per code and capable of withstanding required test pressure in a random length of 4 to 7 meters.) of following class and diameter from approved manufacturer complete in all respect and stacking proper at site with the entire satisfaction of the Engineer-in-Charge. | |||||
| 6.01 | 65 mm dia. (Light class) Screwed & Socketed. | 150 | Rmt. | - | - |
| 6.02 | 50 mm dia. (Light class) Screwed & Socketed. | 200 | Rmt. | - | - |
| 6.03 | 40 mm dia. (Light class) Screwed & Socketed. | 250 | Rmt. | - | - |
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