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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAdmitted-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 172029 | L1 | Admitted-Finance | |
| 2 | L2₹14.4 L+₹95,594.24 (7.10%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹15.3 L+₹1.9 L (13.9%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹15.8 L+₹2.3 L (17.3%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MITHLESH CHAUHAN L4 | MANOJ BHARDWAJ L2 | RAJIV PARASHAR L3 | HARDEEP SINGH L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth iincluding carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. All kinds of soil | 108.26 | Per Cubic Meter | 1,050 ₹1,13,673 | 120 ₹12,991.2 | 100 ₹10,826 Lowest | 131 ₹14,182.06 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth including carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. Ordinary rock | 46.4 | Per Cubic Meter | 280 ₹12,992 | 120 ₹5,568 Lowest | 150 ₹6,960 | 250 ₹11,600 |
| 3.00 | Stone /Boulder filling under floor /back fill dry hand packed including carriage of material upto all leads and lifts and as per direction of Engineer incharge. | 56.15 | Per Cubic Meter | 900 ₹50,535 | 850 ₹47,727.5 Lowest | 1,000 ₹56,150 | 1,200 ₹67,380 |
| 4.00 | Filling available excavated earth (including rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 86.6 | Per Cubic Meter | 650 ₹56,290 | 60 ₹5,196 Lowest | 300 ₹25,980 | 150 ₹12,990 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 6.5 | Per Cubic Meter | 5,500 ₹35,750 | 5,200 ₹33,800 | 4,500 ₹29,250 Lowest | 4,900 ₹31,850 |
| 6.00Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | |||||||
| 6.01 | All works upto plinth level. | 47.03 | Per Cubic Meter | 6,900 ₹3,24,507 Lowest | 8,800 ₹4,13,864 | 9,000 ₹4,23,270 | 7,000 ₹3,29,210 |
| 6.02 | All works above plinth level upto floor V level | 29.93 | Per Cubic Meter | 7,500 ₹2,24,475 Lowest | 9,000 ₹2,69,370 | 9,000 ₹2,69,370 | 8,000 ₹2,39,440 |
| 7.00 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 13.1 | per 50kg cement | 80 ₹1,048 | 50 ₹655 Lowest | 50 ₹655 Lowest | 250 ₹3,275 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 173.08 | Per Square Meter | 260 ₹45,000.8 | 220 ₹38,077.6 | 200 ₹34,616 Lowest | 200 ₹34,616 Lowest |
Tender Value
₹18.7 L
EMD Value
₹37,455
Closing Date
28 Apr 2026, 11:00 amClosed
Executive Engineer
O/O Project Director HPTDB Shanti Bhawan Phase 3 Kangnadhar Shimla 9
Proposed Construction of Protection Wall for DTDO Building at Nahan, H.P.
2026_DTCA1_134960_1
Proposed Construction of Protection Wall for DTDO Building at Nahan, H.P.
Open Tender
Civil Works
Item Rate
180 days
As Per Tender Docunent
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Director Tourism and Civil Aviation Shimla
₹37,455
7 May 2026
22 Apr 2026
28 Apr 2026
22 Apr 2026
28 Apr 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth iincluding carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. All kinds of soil | - | Per Cubic Meter | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth including carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. Ordinary rock | - | Per Cubic Meter | - | - |
| - | Stone /Boulder filling under floor /back fill dry hand packed including carriage of material upto all leads and lifts and as per direction of Engineer incharge. | - | Per Cubic Meter | - | - |
| - | Filling available excavated earth (including rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | - | Per Cubic Meter | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | - | Per Cubic Meter | - | - |
| - | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | - | - | - | - |
| - | All works upto plinth level. | - | Per Cubic Meter | - | - |
| - | All works above plinth level upto floor V level | - | Per Cubic Meter | - | - |
| - | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | - | per 50kg cement | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | - | Per Square Meter | - | - |
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