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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC | ₹4.2 Cr | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹4.7 Cr+₹45.0 L (10.7%)Rejected-Finance N S T COLONY CIRCULAR ROAD HOUSE NO 04 DMC DIMAPUR 797 112 NAGALAND | DIMAPUR | DIMAPUR | NAGALAND | 797112 | ₹4.7 Cr+₹45.0 L (10.7%) | L2 | Rejected-Finance Other than L1 Bidder |
| 3 | L3₹5.5 Cr+₹1.3 Cr (31.3%)Rejected-Finance | ₹5.5 Cr+₹1.3 Cr (31.3%) | L3 | Rejected-Finance Other than L1 Bidder |
| Sl No | Description | Qty | Unit | SHRI VIKASHE ZHIMOMI L2 | M/s Neo Enterprises L1 | KESHAV ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. | 2,833 | Cum | 150 ₹4,24,950 Lowest | 200 ₹5,66,600 | 279 ₹7,90,407 |
| 2.00 | Excavating over areas, exc 1.5 m deep and not exceeding 3.00 meter and getting out in soft/loose soil complete all as specified and directed. | 708.5 | Cum | 160 ₹1,13,360 Lowest | 230 ₹1,62,955 | 369 ₹2,61,436.5 |
| 3.00 | Excavating over areas, exc 3.00 m deep and not exceeding 4.50 meter and getting out in soft/loose soil complete all as specified and directed. | 42 | Cum | 200 ₹8,400 Lowest | 300 ₹12,600 | 369 ₹15,498 |
| 4.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft/loose soil complete all as specified and directed. | 50.5 | Cum | 180 ₹9,090 Lowest | 200 ₹10,100 | 369 ₹18,634.5 |
| 5.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5m but not exceeding 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft/loose soil complete all as specified and directed. | 86.7 | Cum | 150 ₹13,005 Lowest | 270 ₹23,409 | 369 ₹31,992.3 |
| 6.00 | Excavating in trenches, n exc 1.5 m wide and exc 3.00 m but not exceeding 4.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft/loose soil complete all as specified and directed. | 53.6 | Cum | 155 ₹8,308 Lowest | 300 ₹16,080 | 369 ₹19,778.4 |
| 7.00 | Rough Excavation not exceeding 1.5 deep and getting out in soft loose soil complete all as specified and directed. | 3,307.3 | Cum | 100 ₹3,30,730 Lowest | 200 ₹6,61,460 | 279 ₹9,22,736.7 |
| 8.00 | M&L for Plain Cement Concrete (1:3:6) type C2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 493 | Cum | 5,000 ₹24,65,000 Lowest | 5,200 ₹25,63,600 | 7,299 ₹35,98,407 |
| 9.00 | M&L for stone walling of random rubble,uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (!:6) with bond of PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate ) complete all as specified and directed.
Note:
PCC (1:3:6) Bond for stone shall be measured and paid separately under respective item. | 1,233 | Cum | 7,500 ₹92,47,500 | 5,500 ₹67,81,500 Lowest | 6,039 ₹74,46,087 |
| 10.00 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.40 mm in granite or trap stone complete all as specified and directed. | 957 | Sqm | 800 ₹7,65,600 | 160 ₹1,53,120 Lowest | 2,799 ₹26,78,643 |
Tender Value
₹4.9 Cr
EMD Value
₹5.6 L
Closing Date
2 Sept 2025, 6:00 pmClosed
CE SHILLONG ZONE
HQ CE SHILLONG ZONE, SPREAD EAGLE FALLS, SHILLONG, MEGHALAYA
PROVISION OF RETAINING WALL AT MULTIPLE LOCATIONS IN RANGAPAHAR MIL STN UNDER GE 868 EWS
2025_MES_719829_1
89838/RANG/E8
Open Tender
Civil Works
Item Rate
365 days
Rangapahar
All as per NIT
2 documents required · 2 mandatory
₹2,000
GE 868 EWS
₹5.6 L
Yes
24 Sept 2025
11 Jul 2025
5 Sept 2025
11 Jul 2025
2 Sept 2025
19 Aug 2025
Amount
Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.
Excavating over areas, exc 1.5 m deep and not exceeding 3.00 meter and getting out in soft/loose soil complete all as specified and directed.
Excavating over areas, exc 3.00 m deep and not exceeding 4.50 meter and getting out in soft/loose soil complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft/loose soil complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and exc 1.5m but not exceeding 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft/loose soil complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and exc 3.00 m but not exceeding 4.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft/loose soil complete all as specified and directed.
Rough Excavation not exceeding 1.5 deep and getting out in soft loose soil complete all as specified and directed.
M&L for Plain Cement Concrete (1:3:6) type C2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L for stone walling of random rubble,uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (!:6) with bond of PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate ) complete all as specified and directed. Note: PCC (1:3:6) Bond for stone shall be measured and paid separately under respective item.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.40 mm in granite or trap stone complete all as specified and directed.
M&L for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar (1:4) complete all as specified and directed.
M&L for PCC (!:3:6), type C-1 (20 mm graded crushed stone aggregate) as in bond for stone etc , including necessary form work complete all as specified and directed.
M&L for Hand packing (any thickness) at back side of wall with broken stone of gauge 40 to 80 mm complete all as specified and directed.
S&F PVC (SWR) pipes 110 mm bore for weep holes complete all as specified and directed.
M&L for PCC (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in coping including necessary form work complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
Back filling of retaining walls using approved earth obtained from excavation complete all as directed.
Removing excavated material (soil) n exc. 50 m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed.
M&L for reinforced Cement Concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams, bases for columns, basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
M&L for reinforced Cement Concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls above top of footings including attached pillasters & ballusters complete all as specified and directed.
Use and waste for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter complete all as specified and directed.
Use and waste for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses vertical or to batter complete all as specified and directed.
S&F High strength steel deformed TMT bars (Fe 500D) 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
SHRI VIKASHE ZHIMOMI (BID ID -3402757)
KESHAV ENTERPRISES (BID ID -3407122)
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