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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.4 LAccepted-AOC CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | ₹1.4 L | l1 | Accepted-AOC bidder lower side amount |
| 2 | l2₹1.5 LRejected-AOC | ₹1.5 L | l2 | Rejected-AOC Bidder higher side amount |
| Sl No | Description | Qty | Unit | RAVI DUTT L2 | ASHOK KUMAR L1 |
|---|---|---|---|---|---|
| 1.00 | Demolition above ground level upto floor teo level including stacking of serviceable material and un-serviceable materials within 20 Metres lead and including cuttings the necessary reinforcemeat and separating out from RCC work. within all leads and lifts as per direction of Engineer-in-Charge. | 2.6 | Cum. | 4,500 ₹11,700 | 3,500 ₹9,100 |
| 2.00 | Providing and laying Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level complete in all respect within all leads and lifts as per direction of Engineer-in-charge | 347.07 | Kg | 82 ₹28,459.74 | 80 ₹27,765.60 |
| 3.00Providing and laying cement concrete 1:1.5:3(1cement:1.5sand:3graded stone agg., 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-I | |||||
| 3.10 | In foundation, footings, bases of columns and the like and mass concrete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | 2.6 | Cum. | 8,200 ₹21,320 | 7,200 ₹18,720 |
| 3.20 | Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters, buttresses plinth,& string courses etc.from top of found.level upto floor two level complete in all respect within all leads and lifts as per direction of Engineer-in-charge. | 5.98 | Cum | 9,000 ₹53,820 | 7,400 ₹44,252 |
| 4.00Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg., 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | |||||
| 4.10 | Suspended floor roofs, landing & shelves and their support balconies,beams, girders, bressumers and cantilever upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. | 2.6 | Sqm | 450 ₹1,170 | 6,800 ₹17,680 |
| 5.00Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for in-situ-reinforced concrete & plain concrete work in: | |||||
| 5.10 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge. | 39.88 | Sqm | 350 ₹13,958 | 320 ₹12,761.60 |
| 5.20 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge. | 32.47 | Sqm. | 600 ₹19,482 | 350 ₹11,364.50 |
Tender Value
₹1.4 L
EMD Value
₹2,860
Closing Date
27 Jun 2025, 11:00 amClosed
Anand Blouria
Executive Engineer Jal Shakti Division Nurpur
Jecketing of over head Tank at Village Simbli having capacity 30000 ltr with 10 Mtr. Staging height ( under DC Deposit)
2025_HPIPH_107723_1
EENPR-EA-1-731
Open Tender
Civil Works
90 days
nurpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹2,860
6 Apr 2026
17 Jun 2025
27 Jun 2025
17 Jun 2025
27 Jun 2025
17 Jun 2025
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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BOQ_157594.xls
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Form-06.pdf
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