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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAdmitted-Finance | ₹15.5 L | L1 | Admitted-Finance |
| 2 | L2₹16.5 LAdmitted-Finance | ₹16.5 L | L2 | Admitted-Finance |
| 3 | L3₹21.1 LAdmitted-Finance | ₹21.1 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical V P O BANURI TEHSIL PALAMPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | - | - | Rejected-Technical Disqualified as per SBD and NIT |
| Sl No | Description | Qty | Unit | SANJEEV KUMAR SHARMA L2 | CONTRACTOR SULAMON L3 | M/s Satya Paul Sharma and sons L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | 1,112.72 | cum | 200 ₹2.2 L | 80 ₹89,017.60 | 165 ₹1.8 L |
| 2.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size. | 5.1 | cum | 2,200 ₹11,220 | 100 ₹510 | 2,000 ₹10,200 |
| 3.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size). | 113.4 | cum | 4,360 ₹4.9 L | 6,800 ₹7.7 L | 4,150 ₹4.7 L |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns 4.6.2 Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. | 216 | sqm | 150 ₹32,400 | 50 ₹10,800 | 175 ₹37,800 |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 150 | cum | 100 ₹15,000 | 100 ₹15,000 | 75 ₹11,250 |
| 6.00 | Hand-packing stones in wire-crates; excluding cost of crates and stones. | 378.68 | cum | 346 ₹1.3 L | 900 ₹3.4 L | 150 ₹56,802 |
| 7.00 | Supply of G.I /BA wire crates including Mechanical/Manual carriages. | 1,336.5 | sqm | 300 ₹4.0 L | 450 ₹6.0 L | 325 ₹4.3 L |
| 8.00 | Supply of stones including Mechanical/Manual carriages. | 378.68 | cum | 900 ₹3.4 L | 400 ₹1.5 L | 275 ₹1.0 L |
| 9.00 | Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials. | 1,336.5 | sqm | 1 ₹1,336.50 | 100 ₹1.3 L | 180.7 ₹2.4 L |
Tender Value
₹30.3 L
EMD Value
₹60,500
Closing Date
23 Feb 2026, 2:00 pmClosed
Executive Engineer, TLMD-IV, Jammu
Office of Executive Engineer, TLMD-IV, Jammu
Restoration of protection/ Boundary Wall of 220KV Thein-Hiranagar Transmission Line.
2026_PDD_302093_1
TLMD-IV/J/19 Dated 02-02-2025 of 2025-26
Open Tender
Civil Works
180 days
Thein-Hiranagar
As per SBD and NIT
3 documents required · 3 mandatory
₹1,000
Executive Engineer, TLMD-IV, Jammu
₹60,500
Office of Executive Engineer, TLMD-IV, Jammu
9 Mar 2026
2 Feb 2026
25 Feb 2026
2 Feb 2026
23 Feb 2026
2 Feb 2026
7 Feb 2026
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns 4.6.2 Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Hand-packing stones in wire-crates; excluding cost of crates and stones.
Supply of G.I /BA wire crates including Mechanical/Manual carriages.
Supply of stones including Mechanical/Manual carriages.
Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials.
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