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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC | L1 | Accepted-AOC Award of contract | |
| 2 | L2₹36.4 L+₹5.5 L (17.6%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹38.7 L+₹7.7 L (24.8%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹40.3 L+₹9.4 L (30.2%)Rejected-Finance VILLAGE POST OFFICE PANJAIN TEHSIL BALI CHOWKI DISTT MANDI | PANJAIN | MANDI | HIMACHAL PRADESH | L4 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Rajesh Bhardwaj L2 | Ashok Kumar Thakur L3 | Sudhir Verma L1 | KEWAL RAM L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming & levelling to grades of beds/ bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect as per the direction of Engineer In Charge in all kinds of soil for Pipes, cables etc, not exceeding 80 mm dia. | 2,180 | Rmt | 185 ₹4,03,300 | 225 ₹4,90,500 | 150 ₹3,27,000 Lowest | 240 ₹5,23,200 |
| 2.00 | Excavation by Mechnical means/ maunal means in foundation and tranches etc. upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiseling soft/ hard where blasting is prohibited. upto all leads stacking the excavated soil not more than 3 meter clear from the edge of excavation and then returning the stacked soil in 15cm layers where required into plinths, sides of foundations etc. including consolidating of each deposited layer by ramming and watering and then desposing of all surplus excavated soil un- useable materials complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge. | 202.46 | P/Cum | 495 ₹1,00,217.7 | 500 ₹1,01,230 | 400 ₹80,984 Lowest | 535 ₹1,08,316.1 |
| 3.00 | Providing and laying in position cement concrete of design Mix M20 but not leaner than cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth includng entire carriage of material upto all leadsand lifts as per direction of the Engineer-in-charge. | 11.79 | P/Cum | 8,000 ₹94,320 | 8,600 ₹1,01,394 | 7,000 ₹82,530 Lowest | 9,650 ₹1,13,773.5 |
| 4.00Providing and laying in position machine batched and machine mixed design mix M-30 grade using cement content as per approved design mix, including pumping of concrete to site of laying and curing complete mixing the material in meachnical mixture and comptacting the concrete with vibrator complete excluding the cost of centering, shuttering, finishing and reinforcement, including mixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.“(Note :- Cement content considered in this item is @ 340 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | |||||||
| 4.01 | All works upto plinth level | 15.32 | P/Cum | 11,865 ₹1,81,771.8 | 12,000 ₹1,83,840 | 9,000 ₹1,37,880 Lowest | 13,000 ₹1,99,160 |
| 4.02 | All works above plinth level upto floor V level | 6.67 | P/Cum | 10,500 ₹70,035 | 11,500 ₹76,705 | 9,000 ₹60,030 Lowest | 12,000 ₹80,040 |
| 5.00Providing and laying in position machine batched and machine mixed design mix M-25 grade using cement content as per approved design mix, including pumping of concrete to site of laying and curing complete, mixing the material in mehanical mixture and compacting the concrete with vibrator complete but excluding the cost of centering, shuttering, finishing and reinforcement, including mixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | |||||||
| 5.01 | All works upto plinth level | 0.21 | P/Cum | 10,900 ₹2,289 | 11,000 ₹2,310 | 8,000 ₹1,680 Lowest | 12,000 ₹2,520 |
| 6.00 | Providing and laying in position cement concrete1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) and curing complete, mixing the material in mechanical mixture and compacting the conctrete with vibrator complete excluding cost of form work and reinforcement for reinforced concrete work in foundation and plinth work including carriage of materials upto all leads and lits complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge. | 12.74 | cum | 7,500 ₹95,550 | 7,600 ₹96,824 | 5,000 ₹63,700 Lowest | 8,000 ₹1,01,920 |
| 7.00 | Providing and laying in position cement concrete machine batched and machine mixed design Mix M30 Grade using cement conents as per approved design mix including pumping of concrete to site of laying complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge. | 11.03 | cum | 9,000 ₹99,270 Lowest | 9,500 ₹1,04,785 | 9,000 ₹99,270 Lowest | 10,000 ₹1,10,300 |
Tender Value
₹33.0 L
EMD Value
₹66,100
Closing Date
30 Jun 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Solan
Sh Construction of PCC channel, C/o of sump well, C/o of pump house cum attendant quarter (7.35X 4.8 m), Supply Erection, testing and commissioning of Centrifugal Pumping Machinery with allied accessories, laying, jointing, testing and commissioni
2025_HPIPH_107996_1
7193-7292 dated 19.06.2025
Open Tender
Civil Works
Item Rate
90 days
Garu GP Wakna
Please refer tender notice
9 documents required · 9 mandatory
₹1,500
Executive Engineer
₹66,100
27 Oct 2025
19 Jun 2025
30 Jun 2025
19 Jun 2025
30 Jun 2025
19 Jun 2025
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