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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 CrAccepted-AOC VILLAGE FAZALPUR BEHIND FOCAL POINT JALANDHAR | JALANDHAR | JALANDHAR | PUNJAB | L1 | Accepted-AOC Frims has submitted FDR as Earnest Money Please online earnest may please be release | |
| 2 | L2₹13.8 Cr+₹39.5 L (2.83%)Accepted-AOC | L2 | Accepted-AOC Reject due to L2 | |
| 3 | L3₹13.8 Cr+₹1.4 Cr (9.98%)Accepted-AOC | L3 | Accepted-AOC Reject due to L3 |
Tender Value
₹16.5 Cr
EMD Value
₹17.2 L
Closing Date
28 Feb 2025, 5:00 pmClosed
Executiue Engineer
Jal Shakti Division Baijnath District Kangra HP
Construction of 1052 No Manhole Chambers 6 No Flushing Tanks Laying Jointing and Testing of DI pipe Providing Laying, Jointing and Testing of HDPE pipe and GI pipe 65mm dia and repair of Panchyat Path for Zone I
2025_HPIPH_100081_1
9435-85 dated 15-0-2025
Open Tender
Civil Works - Others
Item Rate
730 days
Baijnath
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,000
Baijnath
₹17.2 L
Dharamshala
25 Jun 2025
15 Feb 2025
1 Mar 2025
15 Feb 2025
28 Feb 2025
15 Feb 2025
20 Feb 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in earth work pick work, jumper work, blasting prohibited bailing or pumping out water dewatering upto all lifts and depth Stacking the excavated soil not more than 3mtr clear from the edge of the of excavation and then returen the stacked soil in 15cm layers when required into plinth of foundation etc.consolidating each deposited layer by ramming watering and then disposing of all surplus exacavated earth as directed by the Engineer-in-Charge. | 50,580.64 | Cum | - | - |
| 2 | Providing and laying cement concrete 1 : 4 : 8 (1 Cement : 4 Sand: 8 Graded stone aggrigate 40 mm nominal size) and curing complete in FOUNDATION & PLINTH complete in all respect within all leads and lifts and as per directions and satisfaction of Engineer in Charge. | 723.82 | Cum | - | - |
| 3Providing and laying cement concrete using concrete mix of " M-30 " but not less than 1:1.5:3 and curing complete excluding the cost of form work foundation and plinth complete in all respect within all leads and lifts and as per directions and satisfaction of Engineer in Charge. | |||||
| 3.01 | Foundation & plinth base of column and like mass concrete | 795.2 | Cum | - | - |
| 3.02 | In wall any thickness i/c attached, buttresses, pillasters & their caps & bases &string courses etc.upto floor two level. | 1,192.66 | Cum | - | - |
| 3.03 | In suspended floor, roofs, landing & shelves & their suport balconies, beams, gorder bressumer and cantilevers uotp floor two level | 684.82 | Cum | - | - |
| 4 | Providing and laying cement concrete 1:2:4 (1cement:2sand:4graded stone aggregate 20mm nominal size e/c cost of form work & reinforcement ror rcc work in suspended floor,roofs,landing &shelves & their support blconies, beams, girders. Bressumers & cantilever upto floor two level. | 21.91 | Cum | - | - |
| 5Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. So as to give fair finish including centring shuttering strtting and proping etc. with wooden battens and balies height of proping and centring below supporing floor to ceiling not exceeding 4mtrs and removal of same for insitu-reinforcred concrete & plain concrete work in | |||||
| 5.01 | Flat surface such as soffits of suspended floors roofs, landing and the like. | 923.14 | Sqm | - | - |
| 5.02 | Vertical surfaces such as walls ( any thickness) partitions and like including attached Pillasters,buttresses,plinth and string courses and the like. | 14,947.73 | Sqm | - | - |
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