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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.9 LAccepted-AOC VILLAGE GRARI PO BHOGDHAR SIRMOUR HP | SIRMAUR | HIMACHAL PRADESH | 171226 | L1 | Accepted-AOC AOC | |
| 2 | L2₹60.4 L+₹5.6 L (10.1%)Rejected-Finance VILLAGE PALOURA P O DARKATI TEHSIL JAWALI DISTT KANGRA H P | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹64.2 L+₹9.3 L (17.0%)Rejected-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | L3 | Rejected-Finance 3rd lowest bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical Registration copy of required machinery has not attached/submitted as per tender condition. Financial Turnover Report approved by C.A. has not attached/ Submitted as per tender condition. | |
| 5 | Rejected-Technical ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | - | Rejected-Technical All documents has submitted/uploaded of another bidder/ contractor name |
| Sl No | Description | Qty | Unit | Jai Parkash L1 | Suresh Kumar L3 | Sukhbir Singh L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). | 108 | Cum | 350 ₹37,800 | 800 ₹86,400 | 300 ₹32,400 Lowest |
| 2.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Ordinary rock and as per direction of Engineer-in-Charge. | 635 | Cum | 200 ₹1,27,000 | 160 ₹1,01,600 Lowest | 160 ₹1,01,600 Lowest |
| 3.00 | 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) and as per direction of Engineer-in-Charge. | 62.25 | Cum | 4,500 ₹2,80,125 | 4,300 ₹2,67,675 | 2,900 ₹1,80,525 Lowest |
| 4.01 | Centering and shuttering including strutting, propping etc. and removal of form work for .: a) Foundations, footings, bases of columns, etc. for mass concrete and as per direction of Engineer-in-Charge. | 64.5 | Sq.M | 200 ₹12,900 Lowest | 200 ₹12,900 Lowest | 200 ₹12,900 Lowest |
| 4.02 | b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Side walls and as per direction of Engineer-in-Charge | 750 | Sq.M | 300 ₹2,25,000 | 330 ₹2,47,500 | 180 ₹1,35,000 Lowest |
| 5.00 | 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) and as per direction of Engineer-in-Charge | 157.5 | Cum | 5,400 ₹8,50,500 | 6,300 ₹9,92,250 | 5,000 ₹7,87,500 Lowest |
| 6.00 | 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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and as per direction of Engineer-in-Charge | 178.13 | Cum | 5,600 ₹9,97,528 Lowest | 6,500 ₹11,57,845 | 6,400 ₹11,40,032 |
| 7.00 | 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 and as per direction of Engineer-in-Charge | 33,975.6 | Kg | 70 ₹23,78,292 Lowest | 83 ₹28,19,974.8 | 78 ₹26,50,096.8 |
| 8.00 | Stone filling behind the retaining wall and as per direction of Engineer-in-Charge | 246.25 | Cum | 700 ₹1,72,375 | 800 ₹1,97,000 | 250 ₹61,562.5 Lowest |
| 9.00 | Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Wire crates to be measured and paid for separetaly and as per direction of Engineer-in-Charge | 281.25 | Cum | 600 ₹1,68,750 Lowest | 1,100 ₹3,09,375 | 1,250 ₹3,51,562.5 |
Tender Value
₹65.2 L
EMD Value
₹1.3 L
Closing Date
15 May 2025, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
C/o RCC Retaining wall and crate work.
2025_SIDC_104844_1
Job No. 7
Open Tender
Civil Works
Item Rate
180 days
Baddi
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,900
₹1.3 L
11 Sept 2025
5 May 2025
16 May 2025
5 May 2025
15 May 2025
5 May 2025
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix).
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Ordinary rock and as per 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) and as per direction of Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form work for .: a) Foundations, footings, bases of columns, etc. for mass concrete and as per direction of Engineer-in-Charge.
b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Side walls and as per 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) and as per 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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and as per 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 and as per direction of Engineer-in-Charge
Stone filling behind the retaining wall and as per direction of Engineer-in-Charge
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Wire crates to be measured and paid for separetaly and as per direction of Engineer-in-Charge
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separetaly G.I. wire 5mm thick corresponding to SWG-8. 15cm X 15cm mesh and as per 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 drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 and as per direction of Engineer-in-Charge.
Sukhbir Singh (BID ID -516379)
Suresh Kumar (BID ID -516818)
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