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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.6 LAdmitted-Finance ARKI DIVN HP PWD ARKI | ₹49.6 L | L1 | Admitted-Finance |
| 2 | L2₹55.0 L+₹5.4 L (10.9%)Admitted-Finance | ₹55.0 L+₹5.4 L (10.9%) | L2 | Admitted-Finance |
| 3 | L3₹61.8 L+₹12.2 L (24.6%)Admitted-Finance GANGTA NIWAS KUFTADHAR TEHSIL DISTT SHIMLA H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171002 | ₹61.8 L+₹12.2 L (24.6%) | L3 | Admitted-Finance |
| 4 | L4₹63.0 L+₹13.5 L (27.2%)Admitted-Finance | ₹63.0 L+₹13.5 L (27.2%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical N A | NA | NA | 121004 | - | - | Rejected-Technical Not qualified |
| Sl No | Description | Qty | Unit | Kamal Gangta Contractor L4 | KUSHAL GANGTA L3 | AV Constructions L2 | DEVENDER KUMAR SHARMA 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 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. All kind of soil. | 3.62 | Per Cubic Meter | 1,000 ₹3,620 | 900 ₹3,258 | 200 ₹724 Lowest | 300 ₹1,086 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, 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. All kinds of soil. | 4.77 | Per Cubic Meter | 1,200 ₹5,724 | 1,000 ₹4,770 | 200 ₹954 Lowest | 325 ₹1,550.25 |
| 3.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, 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. | 24.15 | Per Cubic Meter | 1,200 ₹28,980 | 1,000 ₹24,150 | 350 ₹8,452.5 Lowest | 350 ₹8,452.5 Lowest |
| 4.00 | Filling available excavated earth (excluding 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. | 86.06 | Per Cubic Meter | 500 ₹43,030 | 400 ₹34,424 | 450 ₹38,727 | 300 ₹25,818 Lowest |
| 5.00 | Stone soling of approved qualitty hand packed under floors including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 6.32 | Per Cubic Meter | 3,000 ₹18,960 | 2,800 ₹17,696 | 2,200 ₹13,904 | 1,700 ₹10,744 Lowest |
| 6.00 | 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. | 3.96 | Per Cubic Meter | 8,000 ₹31,680 | 7,500 ₹29,700 | 4,600 ₹18,216 Lowest | 5,400 ₹21,384 |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 91.58 | Per Cubic Meter | 9,500 ₹8,70,010 | 9,000 ₹8,24,220 | 5,500 ₹5,03,690 Lowest | 6,000 ₹5,49,480 |
| 8.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 1.15 | Per Cubic Meter | 12,000 ₹13,800 | 11,000 ₹12,650 | 9,000 ₹10,350 Lowest | 9,500 ₹10,925 |
| 9.00 | 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. including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 156.76 | Per Square Meter | 700 ₹1,09,732 | 600 ₹94,056 | 300 ₹47,028 Lowest | 500 ₹78,380 |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level including carriage of material up to all leads and lifts and as per direction of Engineer incharge. (Tata, Sail, Jindal or equivalent) | 38.69 | Per Kilogram | 200 ₹7,738 | 150 ₹5,803.5 | 90 ₹3,482.1 Lowest | 100 ₹3,869 |
Tender Value
₹56.8 L
EMD Value
₹1.1 L
Closing Date
31 Mar 2026, 5:00 pmClosed
Executive Engineer
O/O Project Director HPTDB Shanti Bhawan Phase 3 Kangnadhar Shimla 9
Proposed Repair works at Sanjauli Heliport, Distt. Shimla, Himachal Pradesh
2026_DTCA1_132127_1
Proposed Repair works at Sanjauli Heliport, Distt. Shimla, Himachal Pradesh
Open Tender
Civil Works
Item Rate
180 days
As Per Tender Docunent
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
Director Tourism and Civil Aviation Shimla
₹1.1 L
21 Apr 2026
23 Mar 2026
1 Apr 2026
23 Mar 2026
31 Mar 2026
23 Mar 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 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. All kind of soil. | - | Per Cubic Meter | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, 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. All kinds of soil. | - | Per Cubic Meter | - | - |
| - | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, 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 | - | - |
| - | Filling available excavated earth (excluding 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 | - | - |
| - | Stone soling of approved qualitty hand packed under floors 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 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand) : 4 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 | - | - |
| - | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | - | Per Cubic Meter | - | - |
| - | 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. including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | - | Per Square Meter | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level including carriage of material up to all leads and lifts and as per direction of Engineer incharge. (Tata, Sail, Jindal or equivalent) | - | Per Kilogram | - | - |
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