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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹6.0 L+₹15,627.64 (2.67%)Rejected-Finance BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹6.3 L+₹49,548.59 (8.47%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest bidder | |
| 4 | L5₹6.4 L+₹52,020.39 (8.89%)Rejected-Finance | L5 | Rejected-Finance 5th lowest bidder | |
| 5 | L6₹6.6 L+₹75,128.79 (12.8%)Rejected-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | L6 | Rejected-Finance 4th lowest bidder |
| Sl No | Description | Qty | Unit | ANIL KUMAR L6 | Jakir Hussain L7 | ANIL KUMAR L4 | Vishal Kumar Gupta contractor L5 | Naveen rana L1 | sunil kumar L2 | ACR Construction L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 all lead & lift. All kinds of soil including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | 84 | Cum | 150 ₹12,600 | 200 ₹16,800 | 100 ₹8,400 Lowest | 155 ₹13,020 | 135 ₹11,340 | 137 ₹11,508 | 150 ₹12,600 |
| 2.00 | 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) including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | 5.6 | Cum | 3,500 ₹19,600 | 5,500 ₹30,800 | 3,200 ₹17,920 Lowest | 4,000 ₹22,400 | 3,544 ₹19,846.4 | 3,865 ₹21,644 | 3,650 ₹20,440 |
| 3.01 | Centering and shuttering including strutting, propping etc. and removal of form for : (i) Foundations, footings, bases of columns, etc. for mass concrete including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | 18.45 | Sqm | 150 ₹2,767.5 | 250 ₹4,612.5 | 170 ₹3,136.5 | 150 ₹2,767.5 | 149 ₹2,749.05 | 184 ₹3,394.8 | 120 ₹2,214 Lowest |
| 3.02 | (ii) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | 140 | Sqm | 400 ₹56,000 | 400 ₹56,000 | 300 ₹42,000 | 325 ₹45,500 | 189 ₹26,460 Lowest | 338 ₹47,320 | 285 ₹39,900 |
| 4.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | 23.63 | Cum | 5,000 ₹1,18,150 Lowest | 6,200 ₹1,46,506 | 6,000 ₹1,41,780 | 5,850 ₹1,38,235.5 | 5,122 ₹1,21,032.86 | 5,200 ₹1,22,876 | 6,100 ₹1,44,143 |
| 5.00 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | 21 | Cum | 5,500 ₹1,15,500 | 6,500 ₹1,36,500 | 6,500 ₹1,36,500 | 6,600 ₹1,38,600 | 5,255 ₹1,10,355 Lowest | 5,953 ₹1,25,013 | 6,250 ₹1,31,250 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | 3,793.55 | Kg | 85 ₹3,22,451.75 | 75 ₹2,84,516.25 | 70 ₹2,65,548.5 | 67 ₹2,54,167.85 | 73 ₹2,76,929.15 | 66 ₹2,50,374.3 Lowest | 71 ₹2,69,342.05 |
| 7.00 | Stone filling behind the retaining wall including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | 21 | Cum | 400 ₹8,400 Lowest | 800 ₹16,800 | 730 ₹15,330 | 750 ₹15,750 | 444 ₹9,324 | 598 ₹12,558 | 400 ₹8,400 Lowest |
| 8.00 | Providing weephole in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1 ( V ) : 20 ( H ) towards dra wing face complete as per drawing and technical specification Clauses 614,709, 1204.3.7 including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. | 32 | Each | 150 ₹4,800 Lowest | 1,000 ₹32,000 | 200 ₹6,400 | 210 ₹6,720 | 222 ₹7,104 | 190 ₹6,080 | 200 ₹6,400 |
Tender Value
₹7.3 L
EMD Value
₹14,650
Closing Date
27 Nov 2025, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Construction of retaining wall
2025_SIDC_120529_1
Job No. 3
Open Tender
Civil Works
Item Rate
120 days
Sirmour
Please refer Tender documents.
8 documents required · 8 mandatory
₹450
₹14,650
15 Jan 2026
17 Nov 2025
28 Nov 2025
17 Nov 2025
27 Nov 2025
17 Nov 2025
Amount
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 all lead & lift. All kinds of soil including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
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) including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form for : (i) Foundations, footings, bases of columns, etc. for mass concrete including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
(ii) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
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 : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
Stone filling behind the retaining wall including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
Providing weephole in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1 ( V ) : 20 ( H ) towards dra wing face complete as per drawing and technical specification Clauses 614,709, 1204.3.7 including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
sunil kumar (BID ID -586388)
ACR Construction (BID ID -586758)
ANIL KUMAR (BID ID -586714)
Vishal Kumar Gupta contractor (BID ID -587258)
ANIL KUMAR (BID ID -584871)
Jakir Hussain (BID ID -586666)
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