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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹5.4 L+₹1.4 L (36.3%)Rejected-Finance | L2 | Rejected-Finance Being L2 |
| Sl No | Description | Qty | Unit | STANDARD ENGINEERING L2 | K R A ENGINEERING & CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and as directed . | 15 | Cum | 650 ₹9,750 | 450 ₹6,750 Lowest |
| 2.00 | Excavation over areas, n. exc. 1.5m deep and getting out soft / loose soil complete all as specified and as directed . | 18.84 | Cum | 500 ₹9,420 | 350 ₹6,594 Lowest |
| 3.00 | Excavation over areas, n. exc. 1.5m deep and getting out hard / dense soil complete all as specified and as directed . | 16.96 | Cum | 550 ₹9,328 | 400 ₹6,784 Lowest |
| 4.00 | M&L PCC 1:4:8 type D2 by by using 40mm graded crushed stone aggregate as in foundations, filling and mass concreting complete all as specified and as directed. | 0.68 | Cum | 18,000 ₹12,240 | 11,800 ₹8,024 Lowest |
| 5.00 | M&L pre-cast cement concrete block masonry 1:3:6 type C1 (20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6 complete all as specified and as directed. | 13.64 | Cum | 19,000 ₹2,59,160 | 16,700 ₹2,27,788 Lowest |
| 6.00 | Precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slab for man holes / drainage / septic tank cover , set in cement mortar 1:4 including necessary from work complete all as specified and as directed.
Note: Reinforocement shall be measured and paid seperately. | 0.91 | Cum | 20,000 ₹18,200 | 19,500 ₹17,745 Lowest |
| 7.00 | M & L TMT bars 6mm to 8mm dia and over cut to length, bent to shape required including cranking, bending hooking ends, and binding spirally for hooping column hooking ends and binding with and including mild steel wire not less than 0.9 mm dia complete all as specified and as directed. | 80 | Kg | 200 ₹16,000 Lowest | 210 ₹16,800 |
| 8.00 | M&L broken bricks of gauge n.exc 63mm as in filling of soakage pit complete all as specified and as directed. | 18 | Cum | 7,500 ₹1,35,000 | 1,500 ₹27,000 Lowest |
| 9.00 | Returning filling in, with excavated soils including spreading, levelling, watering and well ramming in layers n.exc. 25 cm thick complete all as specified and as directed . | 5.89 | Cum | 180 ₹1,060.2 Lowest | 400 ₹2,356 |
| 10.00 | Removing excavated material to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed . | 28.55 | Cum | 200 ₹5,710 Lowest | 400 ₹11,420 |
Tender Value
₹4.1 L
EMD Value
₹8,180
Closing Date
15 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE NAVY LAKSHADWEEP
GE NAVY LAKSHADWEEP KAVARATTI
PROVISION OF SOAKAGE PIT FOR COOK HOUSE P 09 AT ND ANDROTH UNDER GE NAVY LAKSHADWEEP
2025_MES_725797_1
8430
Open Tender
Civil Works
Item Rate
90 days
LAKSHADWEEP
Please refer Tender documents.
6 documents required · 6 mandatory
₹300
GE NAVY LAKSHADWEEP
₹8,180
Yes
17 Oct 2026
12 Aug 2025
17 Sept 2025
12 Aug 2025
15 Sept 2025
26 Aug 2025
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and as directed .
Excavation over areas, n. exc. 1.5m deep and getting out soft / loose soil complete all as specified and as directed .
Excavation over areas, n. exc. 1.5m deep and getting out hard / dense soil complete all as specified and as directed .
M&L PCC 1:4:8 type D2 by by using 40mm graded crushed stone aggregate as in foundations, filling and mass concreting complete all as specified and as directed.
M&L pre-cast cement concrete block masonry 1:3:6 type C1 (20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6 complete all as specified and as directed.
Precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slab for man holes / drainage / septic tank cover , set in cement mortar 1:4 including necessary from work complete all as specified and as directed. Note: Reinforocement shall be measured and paid seperately.
M & L TMT bars 6mm to 8mm dia and over cut to length, bent to shape required including cranking, bending hooking ends, and binding spirally for hooping column hooking ends and binding with and including mild steel wire not less than 0.9 mm dia complete all as specified and as directed.
M&L broken bricks of gauge n.exc 63mm as in filling of soakage pit complete all as specified and as directed.
Returning filling in, with excavated soils including spreading, levelling, watering and well ramming in layers n.exc. 25 cm thick complete all as specified and as directed .
Removing excavated material to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed .
Rendering 10 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.
S&F PVC (SWR) pipes, 110 mm dia bore, duoble socketed, in any length with using rubber joints, laid in trenches or in floors complete all as specified and as directed
M&L PCC 1:3:6 type C2 using 40mm graded aggregate, concrete bed to drain pipe 110mm dia bore, including packing under, and haunching against sides of pipes after they are laid and tested in complete all as specified and as directed.
M&L cement concrete 1:2:4 type B0 byusing 12.5 mm graded stone aggregate in coping, kerbs, benching and the like, including weathering slighthy rounded or chamfered angles and throating as directed including necessary form work complete all as specified and as directed
STANDARD ENGINEERING (BID ID -3413742)
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