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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Finance PO PS BOMDILA DISTT WEST KAMENG ARUNACHAL PRADESH 790001 | BOMDILA | WEST KAMENG | ARUNACHAL PRADESH | 790001 | ₹15.0 L | L1 | Admitted-Finance |
| 2 | L2₹15.1 L+₹12,785.40 (0.85%)Admitted-Finance | ₹15.1 L+₹12,785.40 (0.85%) | L2 | Admitted-Finance |
| 3 | L3₹15.5 L+₹46,687.80 (3.11%)Admitted-Finance CAMP TENGA MARKET P O P S TENGA VALLEY DIST WEST KAMENG ARUNACHAL PRADESH PIN 790 116 | WEST KAMENG | ARUNACHAL PRADESH | 790116 | ₹15.5 L+₹46,687.80 (3.11%) | L3 | Admitted-Finance |
| 4 | L4₹15.5 L+₹52,964.70 (3.53%)Admitted-Finance | ₹15.5 L+₹52,964.70 (3.53%) | L4 | Admitted-Finance |
| 5 | L5₹15.9 L+₹86,203.10 (5.75%)Admitted-Finance | ₹15.9 L+₹86,203.10 (5.75%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Paramount Association of India L1 | M/S R P M CONSTRUCTION L3 | M/S MURPHEW ENTERPRISES L4 | M/S SM ANSARI L7 | M/s 99 Enterprise of India L5 | polar agencies L6 | M/S ASHOK CONSTRUCTION L2 | M/S HIGHLANDERS ASSOCIATE OF HIMALAYAS L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard / dense soil complete all as specified and directed | 66.15 | CUM | 652 ₹43,129.8 Lowest | 710 ₹46,966.5 | 700 ₹46,305 | 730 ₹48,289.5 | 660 ₹43,659 | 750 ₹49,612.5 | 660 ₹43,659 | 700 ₹46,305 |
| 2.00 | Rough excavation n exc. 1.5m deep and gatling out in hard/dense soil. Complete all as specified and directed | 52.5 | CUM | 488 ₹25,620 Lowest | 540 ₹28,350 | 550 ₹28,875 | 600 ₹31,500 | 500 ₹26,250 | 560 ₹29,400 | 500 ₹26,250 | 600 ₹31,500 |
| 3.00 | M & L for PCC 1:4:8 type D-2 (using 40mm graded store aggregate )as in foundation bed concrete complete all as specified and directed | 31.15 | CUM | 7,950 ₹2,47,642.5 Lowest | 8,150 ₹2,53,872.5 | 8,000 ₹2,49,200 | 8,250 ₹2,56,987.5 | 8,000 ₹2,49,200 | 8,400 ₹2,61,660 | 8,000 ₹2,49,200 | 9,000 ₹2,80,350 |
| 4.00 | M&L for walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:6 complete all as pecified and directed | 131.4 | CUM | 7,000 ₹9,19,800 Lowest | 7,050 ₹9,26,370 | 7,200 ₹9,46,080 | 7,400 ₹9,72,360 | 7,500 ₹9,85,500 | 7,250 ₹9,52,650 | 7,000 ₹9,19,800 Lowest | 9,000 ₹11,82,600 |
| 5.00 | Extra over stone walling for hammer dressing with maximum depression from straight edge held against the dressed surface n exc 40 mm granite or trap stone to face beds and joints as specified of random rubble walling uncoursed or brought upto courses complete all specified and directed. | 105 | SQM | 508 ₹53,340 Lowest | 570 ₹59,850 | 550 ₹57,750 | 600 ₹63,000 | 600 ₹63,000 | 600 ₹63,000 | 530 ₹55,650 | 700 ₹73,500 |
| 6.00 | Returning filling in including spreading levelling watering and well ramming in layers not exc 25 cm thick as in hard/dense soil complete all specified and directed, | 38.85 | CUM | 200 ₹7,770 Lowest | 270 ₹10,489.5 | 262 ₹10,178.7 | 290 ₹11,266.5 | 300 ₹11,655 | 300 ₹11,655 | 250 ₹9,712.5 | 300 ₹11,655 |
| 7.00 | Rernoving excavated material not exc 50 mtr depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed | 79.8 | CUM | 465 ₹37,107 Lowest | 540 ₹43,092 | 510 ₹40,698 | 545 ₹43,491 | 500 ₹39,900 | 550 ₹43,890 | 500 ₹39,900 | 690 ₹55,062 |
| 8.00 | M&L for Hand packing (any thickness )at back filling with broken stone or boulders complete all as specified and directed | 2.84 | CUM | 2,490 ₹7,071.6 Lowest | 2,600 ₹7,384 | 2,550 ₹7,242 | 2,600 ₹7,384 | 3,000 ₹8,520 | 2,500 ₹7,100 | 2,500 ₹7,100 | 4,000 ₹11,360 |
| 9.00 | M&L PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping complete all as specified and directed | 2.6 | CUM | 13,400 ₹34,826.6 Lowest | 14,200 ₹36,905.8 | 14,000 ₹36,386 | 14,750 ₹38,335.25 | 13,400 ₹34,826.6 Lowest | 15,000 ₹38,985 | 13,600 ₹35,346.4 | 14,000 ₹36,386 |
| 10.00 | M&L for Precast PCC bonders (for stone wailing) type B-1, 1:2:4 (20mm graded stone agg) in CM 1:6 as in bond stone complete all as specified and directed | 2.3 | CUM | 16,000 ₹36,800 Lowest | 16,800 ₹38,640 | 16,500 ₹37,950 | 17,500 ₹40,250 | 16,000 ₹36,800 Lowest | 17,000 ₹39,100 | 16,300 ₹37,490 | 17,000 ₹39,100 |
Tender Value
₹1.4 L
EMD Value
₹30,000
Closing Date
25 Apr 2026, 6:00 pmClosed
Maj Rohit Gogoi
GE859EWS
REPAIR REPLACEMENT OF RETAINING WALL UNDER PARA 35 OF DWP 2020
2026_MES_760093_1
9007
Open Tender
Civil Works
Item Rate
180 days
TAWNG
As per tender document
7 documents required · 7 mandatory
₹500
Yes
GE 859 EWS
₹30,000
Yes
28 Apr 2026
11 Apr 2026
27 Apr 2026
11 Apr 2026
25 Apr 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5 m deep and getting out in hard / dense soil complete all as specified and directed | - | CUM | - | - |
| 2 | Rough excavation n exc. 1.5m deep and gatling out in hard/dense soil. Complete all as specified and directed | - | CUM | - | - |
| 3 | M & L for PCC 1:4:8 type D-2 (using 40mm graded store aggregate )as in foundation bed concrete complete all as specified and directed | - | CUM | - | - |
| 4 | M&L for walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:6 complete all as pecified and directed | - | CUM | - | - |
| 5 | Extra over stone walling for hammer dressing with maximum depression from straight edge held against the dressed surface n exc 40 mm granite or trap stone to face beds and joints as specified of random rubble walling uncoursed or brought upto courses complete all specified and directed. | - | SQM | - | - |
| 6 | Returning filling in including spreading levelling watering and well ramming in layers not exc 25 cm thick as in hard/dense soil complete all specified and directed, | - | CUM | - | - |
| 7 | Rernoving excavated material not exc 50 mtr depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed | - | CUM | - | - |
| 8 | M&L for Hand packing (any thickness )at back filling with broken stone or boulders complete all as specified and directed | - | CUM | - | - |
| 9 | M&L PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping complete all as specified and directed | - | CUM | - | - |
| 10 | M&L for Precast PCC bonders (for stone wailing) type B-1, 1:2:4 (20mm graded stone agg) in CM 1:6 as in bond stone complete all as specified and directed | - | CUM | - | - |
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