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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.5 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹47.3 L+₹76,455 (1.64%)Rejected-Finance PO PS BOMDILA DISTT WEST KAMENG ARUNACHAL PRADESH 790001 | BOMDILA | WEST KAMENG | ARUNACHAL PRADESH | 790001 | L2 | Rejected-Finance Rejected due to Bidder quoted higher rate | |
| 3 | L3₹48.9 L+₹2.4 L (5.21%)Rejected-Finance | L3 | Rejected-Finance Rejected due to Bidder quoted higher rate | |
| 4 | L4₹52.6 L+₹6.1 L (13.1%)Rejected-Finance | L4 | Rejected-Finance Rejected due to Bidder quoted higher rate | |
| 5 | L5₹52.9 L+₹6.4 L (13.8%)Rejected-Finance | L5 | Rejected-Finance Rejected due to Bidder quoted higher rate |
| Sl No | Description | Qty | Unit | M/s Paramount Association of India L2 | M/S ASHOK CONSTRUCTION L7 | M/S REGI SEKANG ENTERPRISES L4 | M/S R P M CONSTRUCTION L6 | M/S MURPHEW ENTERPRISES L8 | M/S HIGHLANDERS ASSOCIATE OF HIMALAYAS L1 | M/s 99 Enterprise of India L3 | M/S N D ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavatin over area n exc 1.5M deep and getting out in hard/dense soil | 270 | Cum | 700 ₹1,89,000 | 725 ₹1,95,750 | 700 ₹1,89,000 | 700 ₹1,89,000 | 740 ₹1,99,800 | 650 ₹1,75,500 Lowest | 700 ₹1,89,000 | 705 ₹1,90,350 |
| 2.00 | Hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface, Complete all as specified and directed. | 9 | Cum | 3,600 ₹32,400 | 4,300 ₹38,700 | 4,000 ₹36,000 | 4,200 ₹37,800 | 4,150 ₹37,350 | 3,500 ₹31,500 Lowest | 4,000 ₹36,000 | 4,100 ₹36,900 |
| 3.00 | M & L for cement concrete in foundation, filling and mass concrete in type D2 1:4:8 (40mm graded aggregate)Complete all as specified and directed. | 81 | Cum | 5,000 ₹4,05,000 | 6,150 ₹4,98,150 | 6,000 ₹4,86,000 | 6,100 ₹4,94,100 | 6,250 ₹5,06,250 | 4,900 ₹3,96,900 Lowest | 5,000 ₹4,05,000 | 6,040 ₹4,89,240 |
| 4.00 | M & L for wall of random rubble, uncoursed built in CM 1:4, Complete all as specified and directed. | 438 | Cum | 7,300 ₹31,97,400 | 8,050 ₹35,25,900 | 8,000 ₹35,04,000 | 8,020 ₹35,12,760 | 8,100 ₹35,47,800 | 7,200 ₹31,53,600 Lowest | 7,500 ₹32,85,000 | 8,035 ₹35,19,330 |
| 5.00 | M & L for plain cement concrete (1:3:6) type C-1 using 20mm graded as in bond stone, bed plates, coping,benching and similar work etc complete all as specified and directed. | 18.16 | Cum | 9,000 ₹1,63,440 Lowest | 10,500 ₹1,90,680 | 10,000 ₹1,81,600 | 10,200 ₹1,85,232 | 10,000 ₹1,81,600 | 9,000 ₹1,63,440 Lowest | 10,000 ₹1,81,600 | 10,000 ₹1,81,600 |
| 6.00 | M & L for hand packing (any thickness) at back of walls over arches etc, and raising (or lowering ) to the required level with broken stone/boulder complete all as specified and directed. | 43.74 | Cum | 4,000 ₹1,74,960 Lowest | 5,100 ₹2,23,074 | 5,000 ₹2,18,700 | 5,050 ₹2,20,887 | 5,220 ₹2,28,322.8 | 4,000 ₹1,74,960 Lowest | 4,000 ₹1,74,960 Lowest | 5,100 ₹2,23,074 |
| 7.00 | M & l fo raised pointing to randum or polygonal rubble uncoursed or brought up to course with cement mortar 1:4 complete all as specified and directed. | 27 | XSqm | 2,600 ₹70,200 Lowest | 3,200 ₹86,400 | 3,000 ₹81,000 | 3,100 ₹83,700 | 3,280 ₹88,560 | 2,600 ₹70,200 Lowest | 2,600 ₹70,200 Lowest | 3,050 ₹82,350 |
| 8.00 | Extre over stone walling for hammer dressing to face stones and dressing of face beos and joints as specified of random rubble walling uncoursed or grought upto courses complete all as specified and directed | 270 | Sqm | 800 ₹2,16,000 Lowest | 900 ₹2,43,000 | 900 ₹2,43,000 | 940 ₹2,53,800 | 915 ₹2,47,050 | 800 ₹2,16,000 Lowest | 900 ₹2,43,000 | 900 ₹2,43,000 |
| 9.00 | S & F PVC (SWR) pipes single socketed of pressure rating 6 Kgf/cm2 in any length of 75mm bore, Complete all as specified and directed. | 180 | Rm | 600 ₹1,08,000 Lowest | 730 ₹1,31,400 | 700 ₹1,26,000 | 700 ₹1,26,000 | 770 ₹1,38,600 | 600 ₹1,08,000 Lowest | 700 ₹1,26,000 | 710 ₹1,27,800 |
| 10.00 | Returning, fillingin, including spreading, levelling watering and well ramming in layers not exc 25 CM, Complete all as specified and directed. | 66.9 | Cum | 580 ₹38,802 Lowest | 830 ₹55,527 | 800 ₹53,520 | 800 ₹53,520 | 860 ₹57,534 | 580 ₹38,802 Lowest | 600 ₹40,140 | 820 ₹54,858 |
Tender Value
Refer Docs
EMD Value
₹93,500
Closing Date
6 Mar 2026, 6:00 pmClosed
Maj Rohit Gogoi
859 ews
PROVN OF RETAINING WALL UNDER PARA 35 OF DWP 2020 UNDER GE 859 EWS
2026_MES_753643_1
8992/E8
Open Tender
Civil Works
Item Rate
Bde Camp
PROVN OF RETAINING WALL UNDER PARA 35 OF DWP 2020 UNDER GE 859 EWS
7 documents required · 7 mandatory
₹500
Yes
GE 859
₹93,500
Yes
5 Apr 2026
21 Feb 2026
7 Mar 2026
21 Feb 2026
6 Mar 2026
27 Feb 2026
Excavatin over area n exc 1.5M deep and getting out in hard/dense soil
Hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface, Complete all as specified and directed.
M & L for cement concrete in foundation, filling and mass concrete in type D2 1:4:8 (40mm graded aggregate)Complete all as specified and directed.
M & L for wall of random rubble, uncoursed built in CM 1:4, Complete all as specified and directed.
M & L for plain cement concrete (1:3:6) type C-1 using 20mm graded as in bond stone, bed plates, coping,benching and similar work etc complete all as specified and directed.
M & L for hand packing (any thickness) at back of walls over arches etc, and raising (or lowering ) to the required level with broken stone/boulder complete all as specified and directed.
M & l fo raised pointing to randum or polygonal rubble uncoursed or brought up to course with cement mortar 1:4 complete all as specified and directed.
Extre over stone walling for hammer dressing to face stones and dressing of face beos and joints as specified of random rubble walling uncoursed or grought upto courses complete all as specified and directed
S & F PVC (SWR) pipes single socketed of pressure rating 6 Kgf/cm2 in any length of 75mm bore, Complete all as specified and directed.
Returning, fillingin, including spreading, levelling watering and well ramming in layers not exc 25 CM, Complete all as specified and directed.
Removing excavated soil exc. 50m but n exc 100m & depositing where directed at a level n exc. 1.5 m above the starting point, Complete all as specified and directed.
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