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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹7.7 L (3.49%)Admitted-Finance | ₹2.3 Cr+₹7.7 L (3.49%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹14.2 L (6.41%)Admitted-Finance | ₹2.4 Cr+₹14.2 L (6.41%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 Cr+₹15.8 L (7.13%)Admitted-Finance VPO THANA TEHSIL NURPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 176001 | ₹2.4 Cr+₹15.8 L (7.13%) | L4 | Admitted-Finance |
| 5 | L5₹2.4 Cr+₹17.3 L (7.82%)Admitted-Finance | ₹2.4 Cr+₹17.3 L (7.82%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KUMAR ASSOCIATES L5 | ashok kumar gupta and co L3 | KULVINDER SINGH GOVT CONTRACTOR L4 | YOG RAJ SHARMA L1 | Satya Dev Yadav L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Sub-Head : Earth Work | ||||||||
| 1.01Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | ||||||||
| 1.02 | All kinds of soil | 751 | Cum | 150 ₹1,12,650 | 300 ₹2,25,300 | 200 ₹1,50,200 | 120 ₹90,120 Lowest | 150 ₹1,12,650 |
| 1.03Earth 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||||
| 1.04 | All kinds of soil. | 242 | Cum | 160 ₹38,720 Lowest | 300 ₹72,600 | 270 ₹65,340 | 230 ₹55,660 | 180 ₹43,560 |
| 1.05Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | ||||||||
| 1.06All kinds of soil | ||||||||
| 1.07 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 200 | mtrs | 280 ₹56,000 | 350 ₹70,000 | 200 ₹40,000 | 250 ₹50,000 | 150 ₹30,000 Lowest |
| 1.08 | 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, lead up to 50 m and lift up to 1.5 m. | 883 | Cum | 65 ₹57,395 Lowest | 290 ₹2,56,070 | 250 ₹2,20,750 | 150 ₹1,32,450 | 100 ₹88,300 |
| 1.09Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | ||||||||
Tender Value
₹2.7 Cr
EMD Value
₹5.5 L
Closing Date
16 Jun 2026, 6:00 pmClosed
Executive Engineer (C),
Executive Engineer (C), SNL CIVIL DIVISION SUNDER NAGAR
Construction of Armoury Block and Rescue Tower including site development for BTC Home Guards at Markand Distt Bilaspur HP
2026_BSNL_280193_1
09/EE/BSNL/CD/SNR/2026-27
Open Tender
Civil Works - Buildings
Item Rate
420 days
MARKAND
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
Accounts Officer EF O/o CGMT BSNL HP Telecom C
₹5.5 L
30 Jun 2026
8 Jun 2026
20 Jun 2026
8 Jun 2026
16 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sub-Head : Earth Work | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | - | - | - | - |
| 1.02 | All kinds of soil | 751 | Cum | 177.5 | ₹1,33,302.5 |
| 1.03 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | - | - | - |
| 1.04 | All kinds of soil. | 242 | Cum | 260.3 | ₹62,992.6 |
| 1.05 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | - | - | - | - |
| 1.06 | All kinds of soil | - | - | - | - |
| 1.07 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 200 | mtrs | 352.15 | ₹70,430 |
| 1.08 | 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, lead up to 50 m and lift up to 1.5 m. | 883 | Cum | 196 | ₹1,73,068 |
| 1.09 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | - | - | - | - |
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