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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.1 LAdmitted-Finance | ₹61.1 L | L1 | Admitted-Finance |
| 2 | L2₹64.0 L+₹2.9 L (4.73%)Admitted-Finance | ₹64.0 L+₹2.9 L (4.73%) | L2 | Admitted-Finance |
| 3 | L3₹65.0 L+₹3.9 L (6.38%)Admitted-Finance V P O KOTLA KALAN TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | ₹65.0 L+₹3.9 L (6.38%) | L3 | Admitted-Finance |
| 4 | L4₹65.1 L+₹4.0 L (6.50%)Admitted-Finance | ₹65.1 L+₹4.0 L (6.50%) | L4 | Admitted-Finance |
| 5 | L5₹66.3 L+₹5.2 L (8.52%)Admitted-Finance | ₹66.3 L+₹5.2 L (8.52%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ramesh Chand Govt. Contractor L2 | Balwant SIngh Thakur L4 | SOHAN LAL L5 | Chitar Singh L6 | MK CONSTRUCTION CO. L7 | Balwant Kumar L3 | JITENDER KUMAR GOVT CONT L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | ||||||||||
| 1.01 | All kinds of soil | 721.5 | cum | 390 ₹2,81,385 | 280 ₹2,02,020 | 200 ₹1,44,300 | 200 ₹1,44,300 | 210 ₹1,51,515 | 150 ₹1,08,225 | 140 ₹1,01,010 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. | ||||||||||
| 2.01 | Ordinary rock | 309.21 | cum | 390 ₹1,20,591.9 | 370 ₹1,14,407.7 | 150 ₹46,381.5 Lowest | 200 ₹61,842 | 340 ₹1,05,131.4 | 250 ₹77,302.5 | 260 ₹80,394.6 |
| 3.00 | Stone /Boulder filling under floor dry hand packed including carriage of material upto all leads and lifts and as per direction of Engineer incharge. | 221.88 | cum | 1,200 ₹2,66,256 | 320 ₹71,001.6 Lowest | 800 ₹1,77,504 | 900 ₹1,99,692 | 1,900 ₹4,21,572 | 1,800 ₹3,99,384 | 1,500 ₹3,32,820 |
| 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. | 583.94 | cum | 270 ₹1,57,663.8 | 280 ₹1,63,503.2 | 200 ₹1,16,788 | 500 ₹2,91,970 | 170 ₹99,269.8 | 150 ₹87,591 Lowest | 170 ₹99,269.8 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||||
| 5.01 | 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)including carriage of material up to all leads and lifts and as per direction of Engineer incharge. | 87.72 | cum | 5,500 ₹4,82,460 | 4,800 ₹4,21,056 | 3,500 ₹3,07,020 Lowest | 6,000 ₹5,26,320 | 6,200 ₹5,43,864 | 6,250 ₹5,48,250 | 5,850 ₹5,13,162 |
| 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 | 227.47 | cum | 9,500 ₹21,60,965 | 6,100 ₹13,87,567 Lowest | 6,300 ₹14,33,061 | 7,000 ₹15,92,290 | 9,400 ₹21,38,218 | 9,000 ₹20,47,230 | 8,100 ₹18,42,507 |
Tender Value
₹71.0 L
EMD Value
₹1.4 L
Closing Date
11 Feb 2026, 11:00 amClosed
Executive Engineer
O/O Project Director HPTDB Shanti Bhawan Phase 3 Kangnadhar Shimla 9
Proposed Protection wall for Bhima Kali Parking Complex at Bhiuli Distt Mandi HP Construction of RCC Retaining wall
2026_DTCA1_126322_1
HPTDB/NDRF/2023-24 -2780 Bhima Kali Dated 14-01-2026
Open Tender
Civil Works
Item Rate
180 days
Bhima Kali Temple Mandi
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
Director Tourism and Civil Aviation Shimla
₹1.4 L
21 Apr 2026
20 Jan 2026
11 Feb 2026
20 Jan 2026
11 Feb 2026
20 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.
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.
Ordinary rock
Stone /Boulder filling under floor dry hand packed including carriage of material upto all leads and lifts and as per direction of Engineer incharge.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
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
All works above plinth level upto floor V level including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
Extra for providing richer mixes at all floor levels including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30)
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.
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
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.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 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.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 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 and laying weep hole in brick masonry / Rcc walls / plain reinforced concrete in abutment,wing wall,retaining wall with 100 mm diameter PVC pipe 4kgf extending through the full width of the structure with slope of 1:20 as drawing and technical specification including carriage of material up to all leads and lifts and as per direction of Engineer incharge.
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