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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹9.5 L+₹47,308.43 (5.22%)Admitted-Finance HPSEBL THALOUT | L2 | Admitted-Finance | |
| 3 | L3₹9.8 L+₹69,584.03 (7.68%)Admitted-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | UNA | HIMACHAL PRADESH | 174301 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ankit Thakur Contractor L3 | Chitar Singh L1 | NARESH KUMAR L2 |
|---|---|---|---|---|---|---|
| 1.00Earth 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 own cost and nothing shall be paid extra. | ||||||
| 1.01 | All kinds of soil | 29.11 | Per Cubic Metre | 300 ₹8,733 | 200 ₹5,822 Lowest | 200 ₹5,822 Lowest |
| 2.00Earth 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 own cost and nothing shall be paid extra. | ||||||
| 2.01 | Ordinary rock | 12.47 | Per Cubic Metre | 275 ₹3,429.25 | 200 ₹2,494 Lowest | 275 ₹3,429.25 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering including carriage of material up to all leads and lifts and as per direction of Engineer incharge. - All work up to plinth level : | ||||||
| 3.01 | 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) | 0.59 | Per Cubic Metre | 7,200 ₹4,248 | 7,000 ₹4,130 | 6,000 ₹3,540 Lowest |
| 3.02 | 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) | 101.38 | Per Cubic Metre | 6,000 ₹6,08,280 | 6,000 ₹6,08,280 | 5,800 ₹5,88,004 Lowest |
| 3.03 | 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | 11.88 | Per Cubic Metre | 5,000 ₹59,400 Lowest | 5,600 ₹66,528 | 5,200 ₹61,776 |
| 4.00Centering and shuttering including strutting, propping etc. and removal including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | ||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 17.68 | Per Square Metre | 250 ₹4,420 | 210 ₹3,712.8 Lowest | 300 ₹5,304 |
Tender Value
₹11.7 L
EMD Value
₹23,496
Closing Date
11 Feb 2026, 11:00 amClosed
Executive Engineer
O/O Project Director HPTDB Shanti Bhawan Phase 3 Kangnadhar Shimla 9
Renovation of Damaged Cafeteria building Water Sports Centre at Larji, Tehsil Sainj, Kullu.
2026_DTCA1_126764_1
HPTDB/NDRF/2023-24 -2902 Larji Sainj Kullu Dated 22-01-2026
Open Tender
Civil Works
Item Rate
90 days
Larji, Tehsil Sainj
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Yes
Director Tourism and Civil Aviation Shimla
₹23,496
Yes
12 Mar 2026
28 Jan 2026
11 Feb 2026
28 Jan 2026
11 Feb 2026
28 Jan 2026
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 own cost and nothing shall be paid extra.
All kinds of soil
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 own cost and nothing shall be paid extra.
Ordinary rock
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering including carriage of material up to all leads and lifts and as per direction of Engineer incharge. - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)
1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete levels including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
Thermo-Mechanically Treated bars of grade Fe-550D or more.
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
Sal wood
Renewing glass panes, with wooden fillets wherever necessary including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
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