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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAdmitted-Finance 35 ANJUMAN COMPLEX SNM ROAD LEH LEH LADAKH 194101 | LEH LADAKH | LADAKH | 194101 | L1 | Admitted-Finance | |
| 2 | L2₹15.8 L+₹21,327.50 (1.37%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹15.8 L+₹25,483.50 (1.64%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹15.8 L+₹29,104.80 (1.87%)Admitted-Finance HANU YOKMA | SENAPATI | MANIPUR | 795007 | L4 | Admitted-Finance | |
| 5 | L5₹16.1 L+₹55,911.40 (3.59%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SANGAY DAWA GOVT CONTRACTOR L10 | M/S SONAM NURBOO GOVT CONTRACTOR L12 | M/S SADIQ ALI L3 | M/S ANWAR HUSSAIN L6 | M/S KBR ENGINEERING AND CONSTRUCTION L8 | M/S SAIF ALI CONTRACTOR L9 | M/S ZEE ENTERPRISES L7 | Ghulam raza L5 | M/S SYED ABASS L2 | M/S MH ENETERPRISES L11 | M/S YATO INFRATECH PRIVATE LIMITED L1 | MS SONAM CHOSDUP L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 111.47 | cum | 180 ₹20,064.6 Lowest | 300 ₹33,441 | 240 ₹26,752.8 | 350 ₹39,014.5 | 200 ₹22,294 | 509.8 ₹56,827.41 | 500 ₹55,735 | 570 ₹63,537.9 | 200 ₹22,294 | 200 ₹22,294 | 250 ₹27,867.5 | 500 ₹55,735 |
| 2.00 | Stone Soling Dumping of stone including cost of stone (in horizontal on level) | 18.39 | cum | 3,000 ₹55,170 | 5,000 ₹91,950 | 700 ₹12,873 | 400 ₹7,356 | 250 ₹4,597.5 Lowest | 3,500 ₹64,365 | 1,000 ₹18,390 | 900 ₹16,551 | 500 ₹9,195 | 3,000 ₹55,170 | 550 ₹10,114.5 | 600 ₹11,034 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 18.39 | cum | 5,500 ₹1,01,145 | 5,500 ₹1,01,145 | 6,600 ₹1,21,374 | 5,700 ₹1,04,823 | 5,600 ₹1,02,984 | 6,500.6 ₹1,19,546.03 | 5,000 ₹91,950 | 6,500 ₹1,19,535 | 1,000 ₹18,390 Lowest | 4,000 ₹73,560 | 4,800 ₹88,272 | 5,100 ₹93,789 |
| 4.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Including making of Weep Holes. | 232.23 | cum | 6,200 ₹14,39,826 | 6,800 ₹15,79,164 | 5,500 ₹12,77,265 | 5,800 ₹13,46,934 | 6,250 ₹14,51,437.5 | 5,997.8 ₹13,92,869.09 | 5,500 ₹12,77,265 | 5,000 ₹11,61,150 Lowest | 6,000 ₹13,93,380 | 7,000 ₹16,25,610 | 5,500 ₹12,77,265 | 5,250 ₹12,19,207.5 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Including Shuttering | 9.29 | cum | 7,200 ₹66,888 | 7,200 ₹66,888 | 6,900 ₹64,101 | 6,500 ₹60,385 | 6,500 ₹60,385 | 9,500 ₹88,255 | 8,500 ₹78,965 | 7,500 ₹69,675 | 8,000 ₹74,320 | 4,000 ₹37,160 Lowest | 6,000 ₹55,740 | 6,000 ₹55,740 |
| 6.00 | Carriage of materials By Mechanical Transport including loading, unloading and stacking cement | 25.26 | ton | 1,200 ₹30,312 | 1,500 ₹37,890 | 230 ₹5,809.8 | 300 ₹7,578 | 500 ₹12,630 | 450 ₹11,367 | 650 ₹16,419 | 700 ₹17,682 | 200 ₹5,052 Lowest | 500 ₹12,630 | 350 ₹8,841 | 500 ₹12,630 |
| 7.00 | Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 15 Km a)sand and aggregates | 118.65 | cum | 500 ₹59,325 | 400 ₹47,460 | 240 ₹28,476 | 300 ₹35,595 | 500 ₹59,325 | 300 ₹35,595 | 700 ₹83,055 | 600 ₹71,190 | 200 ₹23,730 Lowest | 300 ₹35,595 | 350 ₹41,527.5 | 400 ₹47,460 |
| 8.00 | Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 20 Km a) stones | 154.06 | cum | 600 ₹92,436 | 300 ₹46,218 | 290 ₹44,677.4 | 300 ₹46,218 | 500 ₹77,030 | 300 ₹46,218 | 500 ₹77,030 | 600 ₹92,436 | 200 ₹30,812 Lowest | 300 ₹46,218 | 300 ₹46,218 | 580 ₹89,354.8 |
Tender Value
Refer Docs
EMD Value
₹60,244
Closing Date
1 Nov 2025, 4:00 pmClosed
Executive Engineer, Civil Division-II PDC Choglams
Executive Engineer, Civil Division-II PDC Choglams
Strengthening of the power canal and fencing along the canal for safety of the population residing adjacent to the Power Canal of 3MW Igo Mercellong SHP by way of Construction of Retaining Wall along the Canal
2025_PDNRE_17830_1
NIT-22-CD-II/PDC/L/2025-26
Open Tender
Civil Works - Canal
Item Rate
62 days
mercellong
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Payable To
₹60,244
Yes
4 Nov 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Stone Soling Dumping of stone including cost of stone (in horizontal on level)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Including making of Weep Holes.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Including Shuttering
Carriage of materials By Mechanical Transport including loading, unloading and stacking cement
Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 15 Km a)sand and 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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