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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUSHANT PURI L2 | M/s Kamal Dev Sharma L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil | 1,012.68 | Cum | 138 ₹1.4 L | 100 ₹1.0 L |
| 2.00 | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | 102.55 | Cum | 5,300 ₹5.4 L | 4,950 ₹5.1 L |
| 3.00 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth | 165.77 | Cum | 9,000 ₹14.9 L | 8,800 ₹14.6 L |
| 4.00 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth | 79.92 | Cum | 7,550 ₹6.0 L | 7,200 ₹5.8 L |
| 5.00 | Brick Work In Super Structure with 1:6 Cement Sand Mortar | 149.21 | Cum | 9,200 ₹13.7 L | 9,050 ₹13.5 L |
| 6.00 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. | 74.37 | Cum | 8,000 ₹5.9 L | 7,800 ₹5.8 L |
| 7.00 | Conglomerate floor 50mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling. using mechanical mixer for mixing of material | 142.34 | Sq.Mtr | 800 ₹1.1 L | 850 ₹1.2 L |
| 8.00 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25 mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower boltsand finished, fixed in position including the cost of cement concrete1:3:6for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. c) Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. | 228.11 | M | 1,200 ₹2.7 L | 1,150 ₹2.6 L |
| 9.00 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. | 113.11 | M | 77 ₹8,709.47 | 75 ₹8,483.25 |
| 10.00 | Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-incharge. (If fixed on wall face clamp to be paid separatly as per respective item) | 46 | M | 255 ₹11,730 | 250 ₹11,500 |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
13 Apr 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer,Ropar canal and GWD
Estimate for Construction of Pump House building for providing Lift Irrigation Facilities to the area of villages Rampur Jhajjar etc in Changer area of Shri Anandpur Sahib
2026_WR_161506_2
66/22A/2025-26
Open Tender
Civil Works - Lift Irrigation Schemes
180 days
village rampur jhajjar near Shri Anandpur Sahib
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹2.0 L
office of Executive Engineer,Ropar canal and GWD
16 Apr 2026
2 Apr 2026
13 Apr 2026
3 Apr 2026
13 Apr 2026
3 Apr 2026
7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil | - | Cum | - | - |
| 2 | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | - | Cum | - | - |
| 3 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth | - | Cum | - | - |
| 4 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth | - | Cum | - | - |
| 5 | Brick Work In Super Structure with 1:6 Cement Sand Mortar | - | Cum | - | - |
| 6 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. | - | Cum | - | - |
| 7 | Conglomerate floor 50mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling. using mechanical mixer for mixing of material | - | Sq.Mtr | - | - |
| 8 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25 mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower boltsand finished, fixed in position including the cost of cement concrete1:3:6for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. c) Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. | - | M | - | - |
| 9 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. | - | M | - | - |
| 10 | Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-incharge. (If fixed on wall face clamp to be paid separatly as per respective item) | - | M | - | - |
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