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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAdmitted-Finance | ₹4.5 L | L1 | Admitted-Finance |
| 2 | L2₹4.7 L+₹15,313.20 (3.38%)Admitted-Finance | ₹4.7 L+₹15,313.20 (3.38%) | L2 | Admitted-Finance |
| 3 | L3₹4.7 L+₹18,653.64 (4.12%)Admitted-Finance VILLAGE BANOUN PO KHALANOO TEHSIL KOTLI DISTT MAND HP | MANDI | HIMACHAL PRADESH | 175001 | ₹4.7 L+₹18,653.64 (4.12%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Anupam Rana L3 | Raman Kumar L2 | 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 and separating out from RCC works:- | 22.46 | Cum | 2,200 ₹49,412 | 2,100 ₹47,166 | 1,900 ₹42,674 Lowest |
| 2.00 | 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. | 17.76 | Cum | 400 ₹7,104 | 400 ₹7,104 | 380 ₹6,748.8 Lowest |
| 3.00 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Cement mortar 1:6 in all leads and lifts. | 5.47 | Cum | 9,100 ₹49,777 | 9,000 ₹49,230 | 8,900 ₹48,683 Lowest |
| 4.00 | 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. | 5.76 | Sqm. | 200 ₹1,152 | 200 ₹1,152 | 195 ₹1,123.2 Lowest |
| 5.00 | 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. | 14 | Sqm. | 560 ₹7,840 | 550 ₹7,700 | 530 ₹7,420 Lowest |
| 5.01 | Suspended floors, roofs, landings, balconies and access platform in all leads and lifts. | 6.72 | Sqm. | 560 ₹3,763.2 | 550 ₹3,696 | 530 ₹3,561.6 Lowest |
| 5.02 | Edges of slab and breaks in floors and walls under 20 cm wide in all leads and lifts. | 86.4 | Rmt. | 170 ₹14,688 | 170 ₹14,688 | 150 ₹12,960 Lowest |
| 6.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size). | 5.67 | Cum | 9,800 ₹55,572.86 | 9,700 ₹55,005.79 | 9,500 ₹53,871.65 Lowest |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and Mild steel and Medium Tensile steel bars in all leads and lifts. | 226.83 | Kg | 90 ₹20,414.7 | 91 ₹20,641.53 | 89 ₹20,187.87 Lowest |
| 8.00 | Providing and fixing precast concrete manhole cover & frame conforming to IS-12593-1988, part-I and IS 12592-1991, part-II, 560 mm diameter, (i) Extra Heavy duty. | 19 | Nos. | 4,500 ₹85,500 | 4,500 ₹85,500 | 4,300 ₹81,700 Lowest |
Tender Value
₹4.9 L
EMD Value
₹9,800
Closing Date
18 Sept 2026, 5:00 pmClosed
Executive Engineer
EE JSV Mandi
Raising of manhole chambers at Kehanwal road Sanyardh Samkheter and Bangla Muhalla in Mandi Town and C/O Retaining wall RD 0 to 10 10 Meter near house of Sanjay at Kehanwal to protect the sewer line
2026_HPIPH_142998_1
12267-366
Open Tender
Civil Works
Item Rate
90 days
Mandi
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹9,800
19 Sept 2026
8 Sept 2026
19 Sept 2026
8 Sept 2026
18 Sept 2026
8 Sept 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 and separating out from RCC works:- | 22.46 | Cum | - | - |
| 2Excavation 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. | |||||
| 3 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Cement mortar 1:6 in all leads and lifts. | 5.47 | Cum | - | - |
| 4 | 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. | 5.76 | Sqm. | - | - |
| 5 | 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. | 14 | Sqm. | - | - |
| 5.01 | Suspended floors, roofs, landings, balconies and access platform in all leads and lifts. | 6.72 | Sqm. | - | - |
| 5.02 | Edges of slab and breaks in floors and walls under 20 cm wide in all leads and lifts. | 86.4 | Rmt. | - | - |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size). | 5.67 | Cum | - | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and Mild steel and Medium Tensile steel bars in all leads and lifts. | 226.83 | Kg | - | - |
| 8 | Providing and fixing precast concrete manhole cover & frame conforming to IS-12593-1988, part-I and IS 12592-1991, part-II, 560 mm diameter, (i) Extra Heavy duty. | 19 | Nos. | - | - |
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