Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Finance | ₹7.6 L | L1 | Admitted-Finance |
| 2 | L2₹8.3 L+₹73,000.94 (9.62%)Admitted-Finance VILL PACHEHU PO SACHANI TEHSIL BHUNTAR DISTT KULLU H P | SHIMLA | HIMACHAL PRADESH | 172001 | ₹8.3 L+₹73,000.94 (9.62%) | L2 | Admitted-Finance |
| 3 | L3₹8.8 L+₹1.2 L (16.1%)Admitted-Finance VILLAGE DOGADHAR PO BAJAURA TEHSIL BHUNTER DISTT KULLU H P | ₹8.8 L+₹1.2 L (16.1%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-contractor not submitted Orignal Demand Draft as a Cost of tender Fees, He upload old demand Darft that used in previous Tender |
| 5 | Not Admitted-Fee/PreQual/Technical GOVT CONT V P O LEDA TEHSIL BALH DISTT MANDI | MANDI | HIMACHAL PRADESH | 175001 | - | - | Not Admitted-Fee/PreQual/Technical Others-Latest income tax return not uploaded by bidder |
| Sl No | Description | Qty | Unit | JAI LALIT SHARMA L2 | Shyam Lal Sharma L1 | SUNDER SINGH L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: - | 54.5 | Cum | 490 ₹26,705 | 480 ₹26,160 Lowest | 510 ₹27,795 |
| 2.00 | Providing and laying cement concrete 1:6:12 (1cement:6 sand:12graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth complete in all respects as per directions of Engineer-in-charge. | 4.23 | Cum | 5,930 ₹25,083.9 | 5,750 ₹24,322.5 Lowest | 6,000 ₹25,380 |
| 3.00 | Providing and laying cement concrete 1:4:8 (1cement:4 sand:8graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth complete in all respects as per directions of Engineer-in-charge. | 5.43 | cum | 6,450 ₹35,023.5 | 6,250 ₹33,937.5 Lowest | 6,550 ₹35,566.5 |
| 4.00 | Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement in foundation and plinth with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: - | 5.43 | Cum | 8,680 ₹47,132.4 Lowest | 8,700 ₹47,241 | 8,750 ₹47,512.5 |
| 5.00 | Walls ( any thickness but not less than 0.1 m thickness )attachement pillasters,buttresses,plinth and string courses etc. from top of foundation level upto floor to level with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. | 15.58 | Cum | 8,660 ₹1,34,922.8 Lowest | 8,750 ₹1,36,325 | 8,850 ₹1,37,883 |
| 6.00 | Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire in all leads and lifts. | 1,090.32 | Cum | 85 ₹92,677.2 Lowest | 90 ₹98,128.8 | 110 ₹1,19,935.2 |
| 7.00Prov. Form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring , shuttering, strutting & propping etc. with wooden battens & ballies , height of propping & centring below supporting floor to ceiling not exceeding 4 mtrs.& removal of the same for insitu reinforced concrete & plain concrete work in : - | ||||||
| 8.00 | Vertical surfaces such as walls (any thickness) partitions & the like I/c attached pillasters, buttresses plinth and string courses with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. | 237.99 | sqm | 390 ₹92,816.1 | 200 ₹47,598 Lowest | 430 ₹1,02,335.7 |
| 9.00 | Providing and laying cement concrete 1:5:10 (1Cement:5Sand:10 graded stone aggregate, 40 mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300 mm as per HP.PWD specifications complete in all respects as per directions of Engineer-in-charge. | 57.98 | Cum | 6,508 ₹3,77,333.84 | 5,950 ₹3,44,981 Lowest | 6,630 ₹3,84,407.4 |
Tender Value
₹8.5 L
EMD Value
₹16,971
Closing Date
22 Apr 2026, 11:00 amClosed
EE Jal Shakti Division Larji
EE Jal Shakti Division Larji
(H.P) (SH- C/O RCC Sump Well Cum Storage Tank rectangular 84000 Ltr. Capacity and Protection of proposed Sump Well Cum Storage Tank and Existing Delivery Tank near pump House Parodhar) under PDNA
2026_HPIPH_134422_6
EE Larji NIT NO-816-917 dated 16.04.2026
Open Tender
Civil Works
Item Rate
60 days
Bajaura
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
EE Jal Shakti Division Larji
₹16,971
25 Jun 2026
17 Apr 2026
22 Apr 2026
17 Apr 2026
22 Apr 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: - | - | Cum | - | - |
| - | Providing and laying cement concrete 1:6:12 (1cement:6 sand:12graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth complete in all respects as per directions of Engineer-in-charge. | - | Cum | - | - |
| - | Providing and laying cement concrete 1:4:8 (1cement:4 sand:8graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth complete in all respects as per directions of Engineer-in-charge. | - | cum | - | - |
| - | Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement in foundation and plinth with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: - | - | Cum | - | - |
| - | Walls ( any thickness but not less than 0.1 m thickness )attachement pillasters,buttresses,plinth and string courses etc. from top of foundation level upto floor to level with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. | - | Cum | - | - |
| - | Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire in all leads and lifts. | - | Cum | - | - |
| - | Prov. Form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring , shuttering, strutting & propping etc. with wooden battens & ballies , height of propping & centring below supporting floor to ceiling not exceeding 4 mtrs.& removal of the same for insitu reinforced concrete & plain concrete work in : - | - | - | - | - |
| - | Vertical surfaces such as walls (any thickness) partitions & the like I/c attached pillasters, buttresses plinth and string courses with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. | - | sqm | - | - |
| - | Providing and laying cement concrete 1:5:10 (1Cement:5Sand:10 graded stone aggregate, 40 mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300 mm as per HP.PWD specifications complete in all respects as per directions of Engineer-in-charge. | - | Cum | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.53 MB
Form8.pdf
Tender Documents • 1.43 MB
Terms.pdf
Tender Documents • 0.21 MB
BOQ_198829.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .