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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.5 LAccepted-Finance DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹7.5 L | 1 | Accepted-Finance All document checked and found correct. |
| 2 | 2₹7.1 LRejected-Finance DALHOUSIE HIMACHAL PRADESH | ₹7.1 L | 2 | Rejected-Finance The bidder has not been submitted BOQ as per corrigendum issued by DFO Renuka Ji on 3.3.2026 |
| 3 | 3₹7.2 LRejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹7.2 L | 3 | Rejected-Finance The bidder has not been submitted BOQ as per corrigendum issued by DFO Renuka Ji on 3.3.2026 |
| 4 | Rejected-Technical ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | - | - | Rejected-Technical due to non submission of affidavit |
| Sl No | Description | Qty | Unit | JAGDISH KUMAR L2 | Pawan Kumar L3 | SANJAY KUMAR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil in hilly area in all depths using manual means as per drawing and technical specification, Ministry of Rural Road Aug. 2004 clause 301 including setting out, c/o shoring and bracing, removal of stumps and other deleterious materials including dressing of side and bottom and back filling in trenches with excavated suitable materials and stacking materials useful for construction at suitable side and safe disposal. | 288 | Per Cum | 240 ₹69,120 | 345 ₹99,360 | 300 ₹86,400 |
| 2.00 | Earthwork in excavation for structure in all depth as per drawing and technical specification, Ministry of Rural Road Aug. 2004 clause 305.1 including shoring and bracing, removal of stumps and other deleterious materials including dressing of side and bottom and back filling in trenches with excavated suitable materials and stacking materials useful for construction at suitable side and safe disposal including carriage of materials, lifts and other incidentals complete as per entire satisfaction of the Engineer-in-Charge. | 6.9 | Per Cum | 180 ₹1,242 | 223 ₹1,538.70 | 485 ₹3,346.50 |
| 3.00 | Providing and laying cement concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate 40mm nominal size) mechanically mixed and vibrated in foundation or similar work complete as per drawing and technical specification of Ministry of Rural Road Aug. 2004 clause 802,803,1202 and 1203 and carriage of materials of all leads and lifts including cost of form work, shuttering and transportation in all modes and satisfaction of Engineer-in-Charge. | 35.85 | Per Cum | 4,800 ₹1.7 L | 4,900 ₹1.8 L | 4,480 ₹1.6 L |
| 4.00 | Providing weep holes in plain cement concrete abutment wing wall 100mm dia AC pipe extending through the full width of the structure with slopes of 1(V):20(H) towards drawing face complete as per drawing and technical specification. | 22 | Each | 180 ₹3,960 | 250 ₹5,500 | 270 ₹5,940 |
| 5.00 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top most layer with power roller of minimum 8tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions lead upto 50m and lift upto 1.5m | 13.39 | m2 | 440 ₹5,891.60 | 435 ₹5,824.65 | 425 ₹5,690.75 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering in 1:4:8 40 mm nominal size | 0.86 | m3 | 4,800 ₹4,128 | 4,900 ₹4,214 | 4,900 ₹4,214 |
| 7.00 | Brick work with common burnt clay FPS (non modular bricks of class designation7.5 in foundation and plinth in cement mortar 1:4 | 3.31 | m3 | 5,500 ₹18,205 | 5,500 ₹18,205 | 5,500 ₹18,205 |
| 8.00 | Half brick masonry with common burnt clay FPS (Non Monular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level Cement mortar 1:3 | 2.13 | m2 | 760 ₹1,618.80 | 745 ₹1,586.85 | 770 ₹1,640.10 |
| 9.00 | 20mm cement plaster of mix 1:4 | 18.67 | m2 | 240 ₹4,480.80 | 235 ₹4,387.45 | 240 ₹4,480.80 |
| 10.00 | Centering and shuttering including strutting, propping etc and removal of form work for | 6.09 | m2 | 135 ₹822.15 | 223 ₹1,358.07 | 215 ₹1,309.35 |
Tender Value
₹7.5 L
EMD Value
₹15,000
Closing Date
10 Mar 2026, 11:00 amClosed
DFO Office Renuka Ji
DFO Renuka Ji
Fgd Hut Kajwa
2026_FD_130303_1
02/2025-26
Open Tender
Civil Works - Buildings
20 days
Renuka Ji
please refer to tender documents
8 documents required · 8 mandatory
₹500
DFO Renuka Ji
₹15,000
10 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
Excavation in soil in hilly area in all depths using manual means as per drawing and technical specification, Ministry of Rural Road Aug. 2004 clause 301 including setting out, c/o shoring and bracing, removal of stumps and other deleterious materials including dressing of side and bottom and back filling in trenches with excavated suitable materials and stacking materials useful for construction at suitable side and safe disposal.
Earthwork in excavation for structure in all depth as per drawing and technical specification, Ministry of Rural Road Aug. 2004 clause 305.1 including shoring and bracing, removal of stumps and other deleterious materials including dressing of side and bottom and back filling in trenches with excavated suitable materials and stacking materials useful for construction at suitable side and safe disposal including carriage of materials, lifts and other incidentals complete as per entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate 40mm nominal size) mechanically mixed and vibrated in foundation or similar work complete as per drawing and technical specification of Ministry of Rural Road Aug. 2004 clause 802,803,1202 and 1203 and carriage of materials of all leads and lifts including cost of form work, shuttering and transportation in all modes and satisfaction of Engineer-in-Charge.
Providing weep holes in plain cement concrete abutment wing wall 100mm dia AC pipe extending through the full width of the structure with slopes of 1(V):20(H) towards drawing face complete as per drawing and technical specification.
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top most layer with power roller of minimum 8tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions lead upto 50m and lift upto 1.5m
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering in 1:4:8 40 mm nominal size
Brick work with common burnt clay FPS (non modular bricks of class designation7.5 in foundation and plinth in cement mortar 1:4
Half brick masonry with common burnt clay FPS (Non Monular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level Cement mortar 1:3
20mm cement plaster of mix 1:4
Centering and shuttering including strutting, propping etc and removal of form work for
Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and medium tensile steel bars
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering and shuttering finishing and reinforcement in 1:2:4 20 mm nominal size
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top most layer with power roller of minimum 8tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions lead upto 50m and lift upto 1.5m
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering in 1:4:8 40 mm nominal size
Centering and shuttering including strutting, propping etc and removal of form work for
Foundation ,footings bases of columns etc.
Column/pillar & Tie beam Square in plan
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering and shuttering finishing and reinforcement in 1:1.5:3 20 mm nominal size
Foundations, footings, bases of columns and the like and mass concrete.
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string course, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 20mm nominal size Slab and beam
Brick work with common burnt clay FPS (non modular bricks of class designation7.5 in foundation and plinth in cement mortar 1:4
Add provision for electricfication including accessories such as LED Bulbs, Tubes, Fans, Water Geyser etc. complete
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