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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Finance | ₹9.1 L | L1 | Admitted-Finance |
| 2 | L2₹9.8 L+₹66,154.70 (7.27%)Admitted-Finance | ₹9.8 L+₹66,154.70 (7.27%) | L2 | Admitted-Finance |
| 3 | L3₹10.1 L+₹98,014.20 (10.8%)Admitted-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175047 | ₹10.1 L+₹98,014.20 (10.8%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical VILLAGE BANAS P O JAON TEHSIL ANNI DISTT KULLU HP | SHIMLA | HIMACHAL PRADESH | 172001 | - | - | Rejected-Technical rejected |
| Sl No | Description | Qty | Unit | MANISH KUMAR L2 | SATISH KUMAR L3 | JATIN JAGTU L1 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. | 13.08 | Cum | 470 ₹6,147.6 | 490 ₹6,409.2 | 450 ₹5,886 Lowest |
| 2.00 | Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge. | 41.27 | Cum. | 630 ₹26,000.1 | 650 ₹26,825.5 | 600 ₹24,762 Lowest |
| 3.00 | Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge. | 17 | Cum. | 7,600 ₹1,29,200 | 7,700 ₹1,30,900 | 7,500 ₹1,27,500 Lowest |
| 4.00 | Providing and laying cement concrete 1:3:6 (1Cement: 3Sand: 6Graded stone agg.20mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts . | 40.25 | cum | 9,700 ₹3,90,425 | 9,800 ₹3,94,450 | 9,000 ₹3,62,250 Lowest |
| 5.00Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- | ||||||
| 5.01 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. | 224.65 | sqm | 800 ₹1,79,720 | 820 ₹1,84,213 | 700 ₹1,57,255 Lowest |
| 6.00 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire.(wire crate to be measuresd and paid for separetely)complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. | 62.21 | Cum. | 2,100 ₹1,30,641 | 2,250 ₹1,39,972.5 | 2,000 ₹1,24,420 Lowest |
| 7.00 | Providing and Fixing Interlink chain (galvanised steel chain link Fence Fabric ) confirming to IS 2721-2003, hot dip galvanised as per IS 4826:1979 with mesh size 15cm x 15 cm with nominal dia of mesh wire 4 mm thick i.c bending , lining complete in all respect (boulder filling is to be measured and paid separately ) with in all lead and lift as per enitre satisfaction of Engineer in charge. | 259.2 | sqm | 370 ₹95,904 | 410 ₹1,06,272 | 350 ₹90,720 Lowest |
| 8.00 | Stone/ Boulder filling behind the R/Wall, also under Floor & Upstream of I/Gallary/ Under Floor etc. in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge | 5.1 | Cum. | 2,400 ₹12,240 | 2,450 ₹12,495 | 2,300 ₹11,730 Lowest |
| 9.00 | Providing and laying in retaining wall and breast wall 10.0 Kgf/cm² working pressure unplasticized P.V.C. Pipes (Confirming to IS: 4985-2000) to make weep holes complete including making good the walls. | 20 | Rmt | 270 ₹5,400 | 300 ₹6,000 | 250 ₹5,000 Lowest |
Tender Value
₹8.4 L
EMD Value
₹16,713
Closing Date
6 Jul 2026, 5:00 pmClosed
EE Rampur
JSD Rampur
Aug of water supply scheme in GP Bhadwali
2026_HPIPH_137668_1
EE-JSD_RMP-E-Ten/-26-4281-4331 dt 27.06.2026
Open Tender
Civil Works
Item Rate
60 days
Rampur
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
₹16,713
3 Aug 2026
27 Jun 2026
7 Jul 2026
27 Jun 2026
6 Jul 2026
27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. | |||||
| 2Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge. | |||||
| 3Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge. | |||||
| 4Providing and laying cement concrete 1:3:6 (1Cement: 3Sand: 6Graded stone agg.20mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts . | |||||
| 5Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- | |||||
| 5.01 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. | - | sqm | - | - |
| 6 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire.(wire crate to be measuresd and paid for separetely)complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. | 62.21 | Cum. | - | - |
| 7 | Providing and Fixing Interlink chain (galvanised steel chain link Fence Fabric ) confirming to IS 2721-2003, hot dip galvanised as per IS 4826:1979 with mesh size 15cm x 15 cm with nominal dia of mesh wire 4 mm thick i.c bending , lining complete in all respect (boulder filling is to be measured and paid separately ) with in all lead and lift as per enitre satisfaction of Engineer in charge. | 259.2 | sqm | - | - |
| 8 | Stone/ Boulder filling behind the R/Wall, also under Floor & Upstream of I/Gallary/ Under Floor etc. in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge | 5.1 | Cum. | - | - |
| 9 | Providing and laying in retaining wall and breast wall 10.0 Kgf/cm² working pressure unplasticized P.V.C. Pipes (Confirming to IS: 4985-2000) to make weep holes complete including making good the walls. | 20 | Rmt | - | - |
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