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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAdmitted-Finance | ₹4.6 L | L1 | Admitted-Finance |
| 2 | L2₹4.7 LAdmitted-Finance HIMACHAL PRADESH HP | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | ₹4.7 L | L2 | Admitted-Finance |
| 3 | L3₹4.8 LAdmitted-Finance | ₹4.8 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rajender Kumar L2 | Sh. Satish Vaidya L3 | Munish Dwivedi L1 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition above G.L. upto floor two level i/c disposal of unserviciable materials with in 20 metres lead and i/c cutting the necessary reinforcement ad separating out from RCC works:- | 5.39 | Cum | 2,000 ₹10,780 | 2,100 ₹11,319 | 1,800 ₹9,702 |
| 2.00 | Demolition stone masonry above GL upto floor two level including stacking of serviceable materials and disposal of un-serviceable materials and disposal unserviceable materials with in 20 metres lead) in all leads and lifts. | 13.04 | Cum | 1,900 ₹24,776 | 200 ₹2,608 | 1,500 ₹19,560 |
| 3.00 | Excavation in foundation trenches etc in earth work lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required. into plinths, sides of foundations, etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick Jumper work in all leads and lifts. | 4.5 | Cum | 360 ₹1,620 | 400 ₹1,800 | 350 ₹1,575 |
| 4.00 | Providing and laying cement concrete 1:4:8 (1Cement: 4 Sand) : 8 graded stone agg 40 mm nominal size) grade excluding the cost of centering and shuttering - All work up to plinth level. | 3.07 | Cum | 3,510 ₹10,775.7 | 7,000 ₹21,490 | 6,500 ₹19,955 |
| 5.00 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level (Through Rate) in all leads and lifts.Cement Mortar 1:6. in all leads and lifts | 6.52 | Cum | 8,610 ₹56,137.2 | 8,700 ₹56,724 | 8,600 ₹56,072 |
| 6.00 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level (Through Rate) in all leads and lifts.Cement Mortar 1:6.(Labour Rate). | 4.87 | Cum | 8,310 ₹40,469.7 | 8,500 ₹41,395 | 8,300 ₹40,421 |
| 7.00 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement : 4 coarse sand) in all leads and lifts. | 29.4 | Sqm. | 350 ₹10,290 | 300 ₹8,820 | 290 ₹8,526 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.in all leads and lifts. | 27.6 | Sqm. | 460 ₹12,696 | 500 ₹13,800 | 450 ₹12,420 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform in all leads and lifts | 8.4 | Sqm. | 490 ₹4,116 | 650 ₹5,460 | 490 ₹4,116 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Edges of slabs and breaks in floors and walls under 20 cm wide in all leads and lifts. | 71.84 | Rmt. | 130 ₹9,339.2 | 150 ₹10,776 | 120 ₹8,620.8 |
Tender Value
₹4.9 L
EMD Value
₹9,900
Closing Date
30 Jun 2026, 5:00 pmClosed
Executive Engineer
EE JSV
Raising of Manhole Chamber in Hospital Road, Sain Bhiuli Near BDO Office Samkhetar and Khaliyar
2026_HPIPH_137098_1
8121-8220
Open Tender
Civil Works
90 days
Mandi
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹9,900
7 Jul 2026
20 Jun 2026
1 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition above G.L. upto floor two level i/c disposal of unserviciable materials with in 20 metres lead and i/c cutting the necessary reinforcement ad separating out from RCC works:- | 5.39 | Cum | - | - |
| 2 | Demolition stone masonry above GL upto floor two level including stacking of serviceable materials and disposal of un-serviceable materials and disposal unserviceable materials with in 20 metres lead) in all leads and lifts. | 13.04 | Cum | - | - |
| 3 | Excavation in foundation trenches etc in earth work lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required. into plinths, sides of foundations, etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick Jumper work in all leads and lifts. | 4.5 | Cum | - | - |
| 4 | Providing and laying cement concrete 1:4:8 (1Cement: 4 Sand) : 8 graded stone agg 40 mm nominal size) grade excluding the cost of centering and shuttering - All work up to plinth level. | 3.07 | Cum | - | - |
| 5 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level (Through Rate) in all leads and lifts.Cement Mortar 1:6. in all leads and lifts | 6.52 | Cum | - | - |
| 6Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level (Through Rate) in all leads and lifts.Cement Mortar 1:6.(Labour Rate). | |||||
| 7 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement : 4 coarse sand) in all leads and lifts. | 29.4 | Sqm. | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.in all leads and lifts. | 27.6 | Sqm. | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform in all leads and lifts | 8.4 | Sqm. | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Edges of slabs and breaks in floors and walls under 20 cm wide in all leads and lifts. | 71.84 | Rmt. | - | - |
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