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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.2 LAccepted-AOC RANGAPAHAR RAILWAY CROSSING GATE NO 1 DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | ₹20.2 L Quoted ₹21.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.7 L+₹2.2 L (10.3%)Rejected-Finance | ₹23.7 L+₹2.2 L (10.3%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹24.2 L+₹2.7 L (12.7%)Rejected-Finance | ₹24.2 L+₹2.7 L (12.7%) | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹24.3 L+₹2.8 L (12.9%)Rejected-Finance | ₹24.3 L+₹2.8 L (12.9%) | L4 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | M/s CYBER DEN L2 | MAURYA CONSTRUCTIONS L1 | Ms SATISH CHAND AGARWAL L4 | L BINOD CONSTRUCTION CO L3 |
|---|---|---|---|---|---|---|---|
| 1.00Schedule 'A' | |||||||
| 1.01 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as directed. | 4.83 | Qtl | 716.95 ₹3,462.87 | 650 ₹3,139.5 Lowest | 733.85 ₹3,544.5 | 729 ₹3,521.07 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, and getting out in soft and loose soil and removing surplus soil to a distance n exe 50m and making good surface complete all as specified and directed. | 10 | Each | 275.75 ₹2,757.5 | 250 ₹2,500 Lowest | 282.25 ₹2,822.5 | 281 ₹2,810 |
| 3.00 | M&L for PCC (1:4:8) type D-2 using 40 mm graded aggregate as in foundation filling & mass concrete complete all as specified and directed. | 7.56 | Cum | 8,272.5 ₹62,540.1 | 7,500 ₹56,700 Lowest | 8,467.5 ₹64,014.3 | 7,899 ₹59,716.44 |
| 4.00 | S&F rolled mild steel as in joist, channel, angle, or tee sections, fixed independently, with connecting base plates, etc. as in fencing post, strut bend to shape, holes drilled/ notches cut out to receive MS bolts and barbed wire, embedded to concrete including tarring to steel work embedded to concrete complete all as specified and directed. | 483 | Kg | 204.06 ₹98,558.57 | 185 ₹89,355 Lowest | 208.87 ₹1,00,881.79 | 207 ₹99,981 |
| 5.00 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed. | 67.8 | Cum | 1,378.75 ₹93,479.25 | 1,250 ₹84,750 Lowest | 1,411.25 ₹95,682.75 | 1,405 ₹95,259 |
| 6.00 | M&L for removing excavated material exe 250 mtr but n. exc. 500m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified. | 71.86 | Cum | 330.38 ₹23,741.47 | 295 ₹21,198.7 Lowest | 333.06 ₹23,933.33 | 331.58 ₹23,827.34 |
| 7.00 | M&L for RCC M30 (Design Mix) as in foundation incl raft, footings, foundation beams, plinth beams, bases for columns etc basement slabs, under reamed piles & mass concrete complete all as specified and directed by Engr-In-Charge. Note :- Reinforcement and form work required shall be measured and paid seperately. | 37.8 | Cum | 15,331.7 ₹5,79,538.26 | 13,900 ₹5,25,420 Lowest | 15,693.1 ₹5,93,199.18 | 15,763 ₹5,95,841.4 |
| 8.00 | M&L for RCC M30 (Design Mix) as in walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footings including attached pilasters and buttresses complete all as specified and directed by Engr-In-Charge. Note :- Reinforcement and form work required shall be measured and paid seperately. | 30 | Cum | 15,442 ₹4,63,260 | 14,000 ₹4,20,000 Lowest | 15,806 ₹4,74,180 | 15,896 ₹4,76,880 |
| 9.00 | Use and waste of 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, flat, rough finished surface of concrete complete all as specified and directed. | 25.2 | SQM | 496.35 ₹12,508.02 | 450 ₹11,340 Lowest | 508.05 ₹12,802.86 | 505.8 ₹12,746.16 |
Tender Value
₹18.9 L
EMD Value
₹37,850
Closing Date
22 Dec 2025, 6:00 pmClosed
GE 869 EWS
GE 869 EWS PIN-913869 C/O 99 APO
REPAIR TO MISC CIVIL WK AT E/M INSTLN IN LOWER LIFT AT LEIMAKHONG MIL STN
2025_MES_742253_1
8716/E8
Open Tender
Civil Works
Item Rate
210 days
Leimakhong Mil Stn
AS PER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹500
GE 869 EWS
₹37,850
5 May 2026
1 Dec 2025
23 Dec 2025
1 Dec 2025
22 Dec 2025
15 Dec 2025
Schedule 'A'
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as directed.
M&L for PCC (1:4:8) type D-2 using 40 mm graded aggregate as in foundation filling & mass concrete complete all as specified and directed.
S&F rolled mild steel as in joist, channel, angle, or tee sections, fixed independently, with connecting base plates, etc. as in fencing post, strut bend to shape, holes drilled/ notches cut out to receive MS bolts and barbed wire, embedded to concrete including tarring to steel work embedded to concrete complete all as specified and directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed.
M&L for removing excavated material exe 250 mtr but n. exc. 500m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified.
M&L for RCC M30 (Design Mix) as in foundation incl raft, footings, foundation beams, plinth beams, bases for columns etc basement slabs, under reamed piles & mass concrete complete all as specified and directed by Engr-In-Charge. Note :- Reinforcement and form work required shall be measured and paid seperately.
Use and waste of 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, flat, rough finished surface of concrete complete all as specified and directed.
Use and waste formwork to faces of walls, retaining walls, abutments,parapets and staircase railingsand similar work including attached pillasters, buttresses,etc. vertical or to batter complete all as specified and directed.
M&L for Mild steel bars 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 all as specified and directed
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