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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC | L1 | Accepted-AOC being lowest bidder | |
| 2 | L2₹17.9 L+₹40,428.20 (2.31%)Rejected-Finance ROOM NO 01 1ST FLOOR SIMA TRADING BUILDING SURVEY NO 268 GARACHARMA VILL SRI VIJAY PURAM 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L2 | Rejected-Finance Being not lowest bidder | |
| 3 | L3₹18.2 L+₹67,316.20 (3.85%)Rejected-Finance 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | L3 | Rejected-Finance Being not lowest bidder | |
| 4 | L4₹18.3 L+₹78,259.20 (4.48%)Rejected-Finance | L4 | Rejected-Finance Being not lowest bidder | |
| 5 | L5₹19.4 L+₹1.9 L (10.8%)Rejected-Finance | L5 | Rejected-Finance Being not lowest bidder |
| Sl No | Description | Qty | Unit | M/s Gurunath Construction L2 | Prasur Electricals & Engineering Co. L3 | M/s VMK Construction L5 | KBR CONSTRUCTIONS L4 | Nirman Construction Company L6 | OPS Associates L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15 cm deep & getting out in soft/loose soil complete all as specified and as directed by Eng-in-Charge. | 312 | Sqm | 10 ₹3,120 Lowest | 33 ₹10,296 | 50 ₹15,600 | 80 ₹24,960 | 200 ₹62,400 | 27 ₹8,424 |
| 2.00 | Excavation over areas n. exc 1.5m deep and getting out in soft/loose soil etc complete all as specified and as directed by Eng-in-Charge. | 104 | Cum | 320 ₹33,280 | 279 ₹29,016 | 190 ₹19,760 | 180 ₹18,720 Lowest | 350 ₹36,400 | 264 ₹27,456 |
| 3.00 | Removing excavated material n.exc 50m and depositing where didrected at a lavel n.exc 1.5m above the starting point complete all as specified and as directed by Eng-in-Charge. | 120 | Cum | 250 ₹30,000 | 89 ₹10,680 | 90 ₹10,800 | 250 ₹30,000 | 350 ₹42,000 | 62 ₹7,440 Lowest |
| 4.00 | M&L for 150mm thick soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and considered to required gradient and camber etc complete all as specified and as directed by Eng-in-Charge. | 69.2 | 10 Sqm | 2,940 ₹2,03,448 | 4,250 ₹2,94,100 | 3,000 ₹2,07,600 | 1,200 ₹83,040 Lowest | 5,600 ₹3,87,520 | 3,750 ₹2,59,500 |
| 5.00 | M&L for 75mm thick PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete. | 692 | Sqm | 740 ₹5,12,080 | 680 ₹4,70,560 | 712 ₹4,92,704 | 850 ₹5,88,200 | 720 ₹4,98,240 | 640 ₹4,42,880 Lowest |
| 6.00 | M&L for PCC 1:1½:3, type B1 (using 20 mm graded aggregates) as in foundation, filling and mass concrete etc complete all as specified and as directed. (Note : Thickness of concrete should not be less than 125mm) | 87 | Cum | 10,899 ₹9,48,213 | 10,800 ₹9,39,600 | 13,000 ₹11,31,000 | 12,000 ₹10,44,000 | 10,000 ₹8,70,000 Lowest | 10,650 ₹9,26,550 |
| 7.00 | M&L precast RCC (1:2:4) type B1 (20 mm graded crushed stone aggregate) as in cover slabs and similar articles with plain faces set in CM (1:4) complete all as specified and as directed. | 1 | Cum | 11,600 ₹11,600 | 11,900 ₹11,900 | 14,000 ₹14,000 | 12,000 ₹12,000 | 9,000 ₹9,000 Lowest | 11,700 ₹11,700 |
| 8.00 | M&L for providing TMT bars 10mm dia and over, cut to lenth, bent to shape required, including cracking, 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 directed. | 100 | Kg | 108 ₹10,800 | 117 ₹11,700 | 100 ₹10,000 | 80 ₹8,000 Lowest | 110 ₹11,000 | 122 ₹12,200 |
| 9.00 | M&L Moorum/red bajri filling in floors or pavings, laid in layers not exc. 15 Cm thick, spread and levelled including watering and ramming all as specified and as directed. . | 16 | Cum | 580 ₹9,280 Lowest | 840 ₹13,440 | 650 ₹10,400 | 600 ₹9,600 | 3,500 ₹56,000 | 845 ₹13,520 |
| 10.00 | M&L for forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound Grade 'A' for 200mm thick concrete slab complete all as specified and as directed. | 7 | 10RM | 1,500 ₹10,500 | 908 ₹6,356 | 450 ₹3,150 | 350 ₹2,450 Lowest | 350 ₹2,450 Lowest | 925 ₹6,475 |
Tender Value
₹24 L
EMD Value
₹48,000
Closing Date
27 Jun 2025, 6:00 pmClosed
Shri M S Bansode, IDSE
Commander Works Engineers No. 2, Brichgunj, Sri Vijaya Puram - 744 103
PROVN OF PCC ROAD AT MAIN RECEIVING STN MRS IN BRICHGUNJ MIL STN UNDER AGE BRI OF GE BRICHGUNJ PORT BLAIR
2025_MES_711527_1
80396
Open Tender
Civil Works - Roads
Item Rate
180 days
Sri Vijaya Puram
Class E Cat a i a v
9 documents required · 9 mandatory
₹500
GE Brichgunj
₹48,000
Yes
29 Aug 2025
30 May 2025
3 Jul 2025
30 May 2025
27 Jun 2025
13 Jun 2025
30 May 2025 - 6 Jun 2025
Amount
Surface excavation n.exc 30cm deep and averaging 15 cm deep & getting out in soft/loose soil complete all as specified and as directed by Eng-in-Charge.
Excavation over areas n. exc 1.5m deep and getting out in soft/loose soil etc complete all as specified and as directed by Eng-in-Charge.
Removing excavated material n.exc 50m and depositing where didrected at a lavel n.exc 1.5m above the starting point complete all as specified and as directed by Eng-in-Charge.
M&L for 150mm thick soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and considered to required gradient and camber etc complete all as specified and as directed by Eng-in-Charge.
M&L for 75mm thick PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete.
M&L for PCC 1:1½:3, type B1 (using 20 mm graded aggregates) as in foundation, filling and mass concrete etc complete all as specified and as directed. (Note : Thickness of concrete should not be less than 125mm)
M&L precast RCC (1:2:4) type B1 (20 mm graded crushed stone aggregate) as in cover slabs and similar articles with plain faces set in CM (1:4) complete all as specified and as directed.
M&L for providing TMT bars 10mm dia and over, cut to lenth, bent to shape required, including cracking, 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 directed.
M&L Moorum/red bajri filling in floors or pavings, laid in layers not exc. 15 Cm thick, spread and levelled including watering and ramming all as specified and as directed. .
M&L for forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound Grade 'A' for 200mm thick concrete slab complete all as specified and as directed.
M&L for forming 12mm thick Expansion joints for 200mm thick concrete slab, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A' complete all as specified and as directed by Eng-in-Charge.
M&L for finishing the top surface of concrete by brooming while the concrete is green complete all as specified and as directed by Eng-in-Charge.
M/s Gurunath Construction (BID ID -3329422)
Prasur Electricals & Engineering Co. (BID ID -3330716)
KBR CONSTRUCTIONS (BID ID -3330550)
M/s VMK Construction (BID ID -3338636)
Nirman Construction Company (BID ID -3328836)
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