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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC DIRANG BAZAR LINE PO PS DIRANG DIST WEST KAMENG ARUNACHAL PRADESH PIN 790 101 | DIRANG | WEST KAMENG | ARUNACHAL PRADESH | 790101 | ₹1.2 Cr | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹1.2 Cr+₹2.5 L (2.16%)Rejected-Finance PO PS BOMDILA DISTT WEST KAMENG ARUNACHAL PRADESH 790001 | BOMDILA | WEST KAMENG | ARUNACHAL PRADESH | 790001 | ₹1.2 Cr+₹2.5 L (2.16%) | L2 | Rejected-Finance HIGH BID VALUE |
| 3 | L3₹1.2 Cr+₹3.7 L (3.24%)Rejected-Finance | ₹1.2 Cr+₹3.7 L (3.24%) | L3 | Rejected-Finance HIGH BID VALUE |
| 4 | L4₹1.2 Cr+₹3.9 L (3.34%)Rejected-Finance | ₹1.2 Cr+₹3.9 L (3.34%) | L4 | Rejected-Finance HIGH BID VALUE |
| 5 | L5₹1.2 Cr+₹8.1 L (6.95%)Rejected-Finance | ₹1.2 Cr+₹8.1 L (6.95%) | L5 | Rejected-Finance HIGH BID VALUE |
| Sl No | Description | Qty | Unit | rd enterprise L6 | M/s Paramount Association of India L2 | M/S KUMAR CONSTRUCTION L7 | M/S RHEGON CONSTRUCTION L4 | M/S SONAM ENTERPRISES L3 | M/S SONAM CONSTRUCTION DIRANG L1 | M/S RAIMA STEEL FABRICATORS L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas,n exc 1.5m deep and getting out in hard/ dense soil complete all as specified and directed | 822 | Cum | 480 ₹3,94,560 | 500 ₹4,11,000 | 700 ₹5,75,400 | 500 ₹4,11,000 | 240 ₹1,97,280 | 80 ₹65,760 Lowest | 400 ₹3,28,800 |
| 2.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m in depth, for foundation and getting out in hard/dence soil complete all as specified and directed. | 24.68 | Cum | 550 ₹13,574 | 750 ₹18,510 | 950 ₹23,446 | 800 ₹19,744 | 500 ₹12,340 | 80 ₹1,974.4 Lowest | 500 ₹12,340 |
| 3.00 | M&L for PCC type D-2, (1:4:8) (40mm graded aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 353.49 | Cum | 7,300 ₹25,80,477 | 6,500 ₹22,97,685 | 7,600 ₹26,86,524 | 6,100 ₹21,56,289 | 5,900 ₹20,85,591 Lowest | 6,000 ₹21,20,940 | 7,000 ₹24,74,430 |
| 4.00 | M&L for walling of Random Rubble uncoursed, well bonded, bedded and solidly hearted built in CM (1:6) complete all as specified and directed | 1,083.4 | Cum | 5,900 ₹63,92,060 | 5,000 ₹54,17,000 | 7,800 ₹84,50,520 | 5,150 ₹55,79,510 | 5,895 ₹63,86,643 | 6,600 ₹71,50,440 | 4,100 ₹44,41,940 Lowest |
| 5.00 | Extra over stone for hammer dressing with maximum depression on face of stone walll and dressing of face bed and joints, as specified, RR walling and uncoarsed or brought to course complete all as specified and directed. | 862.45 | Sqm | 250 ₹2,15,612.5 | 400 ₹3,44,980 | 500 ₹4,31,225 | 400 ₹3,44,980 | 200 ₹1,72,490 Lowest | 300 ₹2,58,735 | 1,700 ₹14,66,165 |
| 6.00 | Returning filling in incl spreading , levelling, watering and well ramming in layers n.exc 25 cm complete all as specified and directed. | 218.45 | Cum | 190 ₹41,505.5 | 200 ₹43,690 | 200 ₹43,690 | 150 ₹32,767.5 | 80 ₹17,476 Lowest | 80 ₹17,476 Lowest | 300 ₹65,535 |
| 7.00 | Removing excavated material to a distance n exc 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 733.99 | Cum | 320 ₹2,34,876.8 | 400 ₹2,93,596 | 500 ₹3,66,995 | 350 ₹2,56,896.5 | 250 ₹1,83,497.5 | 80 ₹58,719.2 Lowest | 270 ₹1,98,177.3 |
| 8.00 | M&L for hand packing with brocken stone/ boulder behind backing of retaining wall in layers etc complete all as specified and directed. | 23.25 | Cum | 2,365 ₹54,986.25 | 1,500 ₹34,875 | 2,000 ₹46,500 | 2,200 ₹51,150 | 2,000 ₹46,500 | 1,000 ₹23,250 Lowest | 1,100 ₹25,575 |
| 9.00 | M&L for PCC (1:2:4) type B1 using 20 mm graded agg as in coping complete all as specified and directed. | 14.26 | Cum | 10,290 ₹1,46,735.4 | 1,100 ₹15,686 Lowest | 13,000 ₹1,85,380 | 11,000 ₹1,56,860 | 14,500 ₹2,06,770 | 7,000 ₹99,820 | 8,000 ₹1,14,080 |
| 10.00 | M&L for Precast PCC bonders (for stone walling) type B-1, (1:2:4) (20mm graded stone agg) in Cm (1:6) as in bond stone complete all as specified and directed. | 21.34 | Cum | 10,580 ₹2,25,777.2 | 10,500 ₹2,24,070 | 13,000 ₹2,77,420 | 10,800 ₹2,30,472 | 12,800 ₹2,73,152 | 7,000 ₹1,49,380 | 6,000 ₹1,28,040 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.1 L
Closing Date
25 Dec 2025, 6:00 pmClosed
SHRI SAURABH, IDSE, CWE
HQ CWE Tenga PIN-900194 C/O 99 APO
PROVN OF MULTI TIER RETAINING WALL AT BOMBDILA UNDER GE TANGA
2025_MES_741829_1
8594/E8
Open Tender
Civil Works
Item Rate
270 days
GE TANGA
B a (i)
8 documents required · 8 mandatory
₹1,000
Yes
GE TENGA
₹2.1 L
Yes
25 Mar 2026
27 Nov 2025
1 Jan 2026
27 Nov 2025
25 Dec 2025
18 Dec 2025
Excavation over areas,n exc 1.5m deep and getting out in hard/ dense soil complete all as specified and directed
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m in depth, for foundation and getting out in hard/dence soil complete all as specified and directed.
M&L for PCC type D-2, (1:4:8) (40mm graded aggregate) as in foundation filling and mass concrete complete all as specified and directed.
M&L for walling of Random Rubble uncoursed, well bonded, bedded and solidly hearted built in CM (1:6) complete all as specified and directed
Extra over stone for hammer dressing with maximum depression on face of stone walll and dressing of face bed and joints, as specified, RR walling and uncoarsed or brought to course complete all as specified and directed.
Returning filling in incl spreading , levelling, watering and well ramming in layers n.exc 25 cm complete all as specified and directed.
Removing excavated material to a distance n exc 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
M&L for hand packing with brocken stone/ boulder behind backing of retaining wall in layers etc complete all as specified and directed.
M&L for PCC (1:2:4) type B1 using 20 mm graded agg as in coping complete all as specified and directed.
M&L for Precast PCC bonders (for stone walling) type B-1, (1:2:4) (20mm graded stone agg) in Cm (1:6) as in bond stone complete all as specified and directed.
S&F 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.
M&L for raised pointing to random rubble masnory, uncoursed or brought upto courses in CM (1:4) complete all as specified and directed.
Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and directed.
M&L for Hard core with brocken stone/boulders to guage n exc 63 mm completed all as specified and directed.
M&L for sub base cement concrete type D2 (1:4:8) (40 mm graded agg) 100 mm thick complete all as specified and directed.
M& L for 75 mm thick cement concrete type B1 (1:2:4) (20mm graded agg) as complete all as specified and directed.
M&L for providing, cement concrete type B1 (1:2:4) using 20 mm graded agg in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed.
M&L for forming construction joint 30 mm deep x 10 mm wide filled with sealing compound Grade 'B' complete all as specified and directed.
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