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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹85.2 LAccepted-Finance | ₹85.2 L | 1 | Accepted-Finance L1 |
| 2 | 2₹92.1 LAccepted-Finance | ₹92.1 L | 2 | Accepted-Finance L2 |
| 3 | 3₹92.1 LAccepted-Finance VILL JABLI P O RAGHUNATHPURA TEHSIL SADAR DISTT BILASPUR HP | ₹92.1 L | 3 | Accepted-Finance L3 |
| 4 | 4₹93.3 LAccepted-Finance ARKI DIVN HP PWD ARKI | ₹93.3 L | 4 | Accepted-Finance L4 |
| 5 | 5₹93.3 LAccepted-Finance VILLAGE RASWALA P O DEOTHI TEHSIL DISTT SOLAN | SOLAN | SOLAN | HIMACHAL PRADESH | ₹93.3 L | 5 | Accepted-Finance L5 |
| Sl No | Description | Qty | Unit | Nitin Bhasin L1 | Hira Singh Thakur L6 | Niom Infrastructure L2 | SUMAN KUMAR L3 | Virender Thakur L5 | DEVENDER KUMAR SHARMA L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 upto all leads and lifts and as per direction of Engineer incharge | 1,250 | Cum | 200 ₹2,50,000 | 275 ₹3,43,750 | 70 ₹87,500 | 204 ₹2,55,000 | 200 ₹2,50,000 | 180 ₹2,25,000 |
| 2.00 | 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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 81 | Cum | 150 ₹12,150 | 275 ₹22,275 | 70 ₹5,670 | 200 ₹16,200 | 200 ₹16,200 | 150 ₹12,150 |
| 3.00 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 342.82 | cum | 200 ₹68,563.2 | 275 ₹94,274.4 | 70 ₹23,997.12 | 304 ₹1,04,216.06 | 200 ₹68,563.2 | 180 ₹61,706.88 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | 200.49 | Cum | 4,500 ₹9,02,205 | 4,200 ₹8,42,058 | 3,500 ₹7,01,715 | 4,200 ₹8,42,058 | 4,900 ₹9,82,401 | 4,500 ₹9,02,205 |
| 5.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing
complete. | 25 | Cum | 800 ₹20,003.2 | 1,200 ₹30,004.8 | 150 ₹3,750.6 | 600 ₹15,002.4 | 900 ₹22,503.6 | 1,900 ₹47,507.6 |
| 6.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 76.94 | Sqm | 300 ₹23,083.2 | 250 ₹19,236 | 1,200 ₹92,332.8 | 450 ₹34,624.8 | 500 ₹38,472 | 450 ₹34,624.8 |
| 7.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) | |||||||||
| 7.01 | All work up to plinth level | 49.35 | Cum | 6,500 ₹3,20,755.5 | 6,500 ₹3,20,755.5 | 6,400 ₹3,15,820.8 | 6,400 ₹3,15,820.8 | 6,500 ₹3,20,755.5 | 6,700 ₹3,30,624.9 |
| 7.02 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, 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 : | 16.17 | Cum | 7,000 ₹1,13,211 | 6,500 ₹1,05,124.5 | 6,500 ₹1,05,124.5 | 7,000 ₹1,13,211 | 6,700 ₹1,08,359.1 | 7,500 ₹1,21,297.5 |
| 7.03 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, | 83.75 | Cum | 7,000 ₹5,86,215 | 6,500 ₹5,44,342.5 | 6,300 ₹5,27,593.5 | 6,400 ₹5,35,968 | 6,700 ₹5,61,091.5 | 7,500 ₹6,28,087.5 |
Tender Value
₹96.6 L
EMD Value
₹1.9 L
Closing Date
6 Apr 2026, 5:00 pmClosed
Executive Engineer RD PR
SDA Complex Block No 27 Kasumpti
As per DNIT
2026_DRDPR_132846_1
Solan ADC Accomodation
Open Tender
Civil Works - Buildings
365 days
ADC Complex
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
Executive Engineer RD PR
₹1.9 L
27 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 upto all leads and lifts and as per direction of Engineer incharge | 1,250 | Cum | - | - |
| 2Earth 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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | |||||
| 3 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 0.4 | cum | - | - |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | |||||
| 5Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 6 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 0.6 | Sqm | - | - |
| 7Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) | |||||
| 7.01 | All work up to plinth level | - | Cum | - | - |
| 7.02 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, 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 | Cum | - | - |
| 7.03 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, | - | Cum | - | - |
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