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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.8 LAccepted-Finance | ₹51.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹54.1 LAccepted-Finance | ₹54.1 L | L2 | Accepted-Finance L2 |
| 3 | L3₹58.1 LAccepted-Finance | ₹58.1 L | L3 | Accepted-Finance L3 |
| 4 | L4₹59.7 LAccepted-Finance 35 ANJUMAN COMPLEX SNM ROAD LEH LEH LADAKH 194101 UDYAM LA 02 0007721 | LEH LADAKH | LADAKH | 194101 | ₹59.7 L | L4 | Accepted-Finance L4 |
| 5 | L5₹64.8 LAccepted-Finance HANU YOKMA | SENAPATI | MANIPUR | 795007 | ₹64.8 L | L5 | Accepted-Finance L5 |
| Sl No | Description | Qty | Unit | M/S SONAM NAMGIAL L2 | MS SONAM CHOSDUP L5 | M/S SYED ABASS L1 | M/S TSERING ANGCHUK L3 | M/S YATO INFRATECH PRIVATE LIMITED L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 173.08 | cum | 700 ₹1.2 L | 1,900 ₹3.3 L | 1,000 ₹1.7 L | 750 ₹1.3 L | 500 ₹86,540 |
| 2.00 | Engagement of manual labours for disposing of unserviceable material / transporting the material to site of work wherever required as per direction of EIC. | 80 | No | 800 ₹64,000 | 1,000 ₹80,000 | 850 ₹68,000 | 1,100 ₹88,000 | 1,100 ₹88,000 |
| 3.00 | Dry stone pitching (any thickness) excluding cost of stones. On Horizontal | 84.38 | cum | 650 ₹54,847 | 600 ₹50,628 | 500 ₹42,190 | 440 ₹37,127.20 | 600 ₹50,628 |
| 4.00 | Dry stone pitching (any thickness) excluding cost of stones. On Slopes | 434.85 | cum | 650 ₹2.8 L | 700 ₹3.0 L | 200 ₹86,970 | 590 ₹2.6 L | 600 ₹2.6 L |
| 5.00 | Supply of Stone boulder (nallah) nominal size 150 mm(Stack measurements reduced by 15%) | 441.34 | cum | 800 ₹3.5 L | 850 ₹3.8 L | 400 ₹1.8 L | 730 ₹3.2 L | 500 ₹2.2 L |
| 6.00 | Grouting of stone pitching using M-15 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing. Crushed | 3,461.5 | sqm | 300 ₹10.4 L | 200 ₹6.9 L | 120 ₹4.2 L | 170 ₹5.9 L | 350 ₹12.1 L |
| 7.00 | Providing and laying in-situ concrete lining using M-20 nominal mix concrete (max. size of aggregates: 20mm nominal). | 173.08 | cum | 6,500 ₹11.3 L | 7,000 ₹12.1 L | 16,500 ₹28.6 L | 7,950 ₹13.8 L | 8,900 ₹15.4 L |
| 8.00 | Extra over item no. "8" 3.5 m above height owards allowance for form-work | 144.95 | cum | 300 ₹43,485 | 6,500 ₹9.4 L | 150 ₹21,742.50 | 7,950 ₹11.5 L | 300 ₹43,485 |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 8,653.75 | kgs | 115 ₹10.0 L | 110 ₹9.5 L | 90 ₹7.8 L | 99 ₹8.6 L | 110 ₹9.5 L |
| 10.00 | Filling expansion joints (12mm wide) with special Impervious hot-pour | 0.3 | cum | 150 ₹45 | 12,000 ₹3,600 | 1,11,000 ₹33,300 | 20,000 ₹6,000 | 100 ₹30 |
Tender Value
Refer Docs
EMD Value
₹2.3 L
Closing Date
13 Jan 2026, 4:00 pmClosed
Executive Engineer, Civil Division-II PDC Choglams
Executive Engineer, Civil Division-II PDC Choglamsar
Strengthening of water conductor internally by way of providing RCC-PCC plastering from RD2901m to RD7400m on spot levels Igo Mercellong SHP by way of repairing of canal concrete panels
2026_PDNRE_18275_1
NIT-29-CD-II/PDC/L/2025-26
Open Tender
Civil Works - Canal
182 days
mercellong
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
Payable To Pay and Accounts Officer PDC Leh
₹2.3 L
5 Feb 2026
3 Jan 2026
14 Jan 2026
3 Jan 2026
13 Jan 2026
3 Jan 2026
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Engagement of manual labours for disposing of unserviceable material / transporting the material to site of work wherever required as per direction of EIC.
Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
Dry stone pitching (any thickness) excluding cost of stones. On Slopes
Supply of Stone boulder (nallah) nominal size 150 mm(Stack measurements reduced by 15%)
Grouting of stone pitching using M-15 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing. Crushed
Providing and laying in-situ concrete lining using M-20 nominal mix concrete (max. size of aggregates: 20mm nominal).
Extra over item no. "8" 3.5 m above height owards allowance for form-work
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Filling expansion joints (12mm wide) with special Impervious hot-pour
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Disposal of Unserviceable material By Mechanical Transport including loading, unloading and stacking., Steel avg 2km to store
Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 20 Km a) cement
Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 20 Km a) steel
Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 20 Km a) sand
Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 20 Km a) aggregates
Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 20 Km a) stones
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