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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₹39.0 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹40.7 L+₹1.7 L (4.28%)Rejected-Finance D K CITY C 42 MINNIEBAY POST BOX NO 340 HPO PORT BLAIR 744 103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹41.4 L+₹2.4 L (6.11%)Rejected-Finance NEAR SATSANG GARACHARMA BASTI GARACHARMA PORT BLAIR 744 105 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744105 | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹43.0 L+₹4.0 L (10.2%)Rejected-Finance 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹45.2 L+₹6.2 L (15.8%)Rejected-Finance | L5 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | M/S KHUSHICONSTRUCTION L2 | S V S Construction Co L1 | KRISHNA TRADING COMPANY L6 | SKY GROUP L5 | Prasur Electricals & Engineering Co. L4 | M/s Ramesh Lal L8 | MAJUMDAR FURNITURE L9 | M/s K Moorthi L7 | M/s Sriya Enterprises L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 sqm on plan and n exc 1.5 m in depth and getting out loose/soft soil complete all as specified and as directed by Engineer in charge | 168 | Cum | 225 ₹37,800 Lowest | 300 ₹50,400 | 500 ₹84,000 | 480 ₹80,640 | 275 ₹46,200 | 400 ₹67,200 | 500 ₹84,000 | 500 ₹84,000 | 450 ₹75,600 |
| 2.00 | Returning filling in soft/ loose soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer in charge | 112 | Cum | 200 ₹22,400 | 100 ₹11,200 | 220 ₹24,640 | 210 ₹23,520 | 68 ₹7,616 Lowest | 180 ₹20,160 | 250 ₹28,000 | 225 ₹25,200 | 200 ₹22,400 |
| 3.00 | Removing excavation material surplus soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed by Engineer in charge | 56 | Cum | 150 ₹8,400 | 100 ₹5,600 | 500 ₹28,000 | 300 ₹16,800 | 48 ₹2,688 Lowest | 650 ₹36,400 | 400 ₹22,400 | 400 ₹22,400 | 400 ₹22,400 |
| 4.00 | M& L for PCC (1:4:8) Type D2 nominal mix (using 40mm graded aggregate) in foundations, filling and mass concrete complete including formwork all as specified and as directed by Engineer in charge | 24 | Cum | 9,800 ₹2,35,200 | 8,000 ₹1,92,000 Lowest | 10,000 ₹2,40,000 | 9,700 ₹2,32,800 | 9,600 ₹2,30,400 | 9,800 ₹2,35,200 | 8,900 ₹2,13,600 | 9,450 ₹2,26,800 | 9,000 ₹2,16,000 |
| 5.00 | M&L for precast cement concrete block masonry with solid block , exc 10 cm in width in PCC type C-1 , (1:3:6)( using 20 mm graded stone aggregate) set in CM (1:6) complete all as specified and as directed by Engineer in charge | 96 | Cum | 12,000 ₹11,52,000 Lowest | 12,400 ₹11,90,400 | 14,500 ₹13,92,000 | 13,500 ₹12,96,000 | 13,800 ₹13,24,800 | 12,800 ₹12,28,800 | 14,800 ₹14,20,800 | 13,600 ₹13,05,600 | 13,000 ₹12,48,000 |
| 6.00 | M&L for hardcore with broken stone or boulders of gauge n.exc 63 mm , deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer in charge | 36 | Cum | 3,000 ₹1,08,000 | 2,500 ₹90,000 Lowest | 3,600 ₹1,29,600 | 4,120 ₹1,48,320 | 3,200 ₹1,15,200 | 3,300 ₹1,18,800 | 3,000 ₹1,08,000 | 3,400 ₹1,22,400 | 3,500 ₹1,26,000 |
| 7.00 | M&L for 75 mm thick PCC(1:4:8) Type D2 nominal mix (using 40mm graded aggregte) in sub floors , sub bases , floors and pavings including formwork complete all as specified and as directed by Engineer in charge | 480 | Sqm | 825 ₹3,96,000 | 600 ₹2,88,000 Lowest | 800 ₹3,84,000 | 850 ₹4,08,000 | 735 ₹3,52,800 | 650 ₹3,12,000 | 800 ₹3,84,000 | 770 ₹3,69,600 | 750 ₹3,60,000 |
| 8.00 | M&L for 25 mm thick Sand filling under floors as in sand cushioning for paver tiles including watering and consolidation complete all as specified and as directed by Engineer in charge | 30 | Cum | 4,850 ₹1,45,500 | 1,600 ₹48,000 Lowest | 6,300 ₹1,89,000 | 5,800 ₹1,74,000 | 4,500 ₹1,35,000 | 6,200 ₹1,86,000 | 6,900 ₹2,07,000 | 6,400 ₹1,92,000 | 5,000 ₹1,50,000 |
| 9.00 | M& L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness with grey cement and pigment complete all as specified and as directed by Engineer in charge | 600 | Sqm | 1,700 ₹10,20,000 | 1,700 ₹10,20,000 | 1,650 ₹9,90,000 | 1,800 ₹10,80,000 | 1,680 ₹10,08,000 | 1,550 ₹9,30,000 | 1,800 ₹10,80,000 | 1,700 ₹10,20,000 | 1,500 ₹9,00,000 Lowest |
| 10.00 | M&L for PCC(1:2:4) type B1 using 20 mm stone graded aggregate as in coping at sides of paver blocks icnluding formwork complete all as specified and as directed by Engineer in charge | 4.4 | Cum | 11,000 ₹48,400 | 9,000 ₹39,600 Lowest | 13,000 ₹57,200 | 12,000 ₹52,800 | 12,500 ₹55,000 | 10,900 ₹47,960 | 14,500 ₹63,800 | 11,800 ₹51,920 | 12,500 ₹55,000 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
15 Jul 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Minniebay
GE, Minniebay, Junglighat (PO), Port Blair -744103
PROVISION OF FOOTPATH FROM SRINAGAR COLONY ENTRANCE (NEAR SWCC PHASE-I) TO NKG SCHOOL UNDER GE MINNIEBAY, PORT BLAIR.
2024_MES_661563_1
8436/E8
Open Tender
Civil Works
Item Rate
180 days
GE Minniebay, Port Blair
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
GE Minniebay
₹87,000
Yes
23 Aug 2025
22 Jun 2024
18 Jul 2024
23 Jun 2024
15 Jul 2024
8 Jul 2024
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 sqm on plan and n exc 1.5 m in depth and getting out loose/soft soil complete all as specified and as directed by Engineer in charge
Returning filling in soft/ loose soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer in charge
Removing excavation material surplus soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed by Engineer in charge
M& L for PCC (1:4:8) Type D2 nominal mix (using 40mm graded aggregate) in foundations, filling and mass concrete complete including formwork all as specified and as directed by Engineer in charge
M&L for precast cement concrete block masonry with solid block , exc 10 cm in width in PCC type C-1 , (1:3:6)( using 20 mm graded stone aggregate) set in CM (1:6) complete all as specified and as directed by Engineer in charge
M&L for hardcore with broken stone or boulders of gauge n.exc 63 mm , deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer in charge
M&L for 75 mm thick PCC(1:4:8) Type D2 nominal mix (using 40mm graded aggregte) in sub floors , sub bases , floors and pavings including formwork complete all as specified and as directed by Engineer in charge
M&L for 25 mm thick Sand filling under floors as in sand cushioning for paver tiles including watering and consolidation complete all as specified and as directed by Engineer in charge
M& L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness with grey cement and pigment complete all as specified and as directed by Engineer in charge
M&L for PCC(1:2:4) type B1 using 20 mm stone graded aggregate as in coping at sides of paver blocks icnluding formwork complete all as specified and as directed by Engineer in charge
M&L for 15 mm thick rendering in CM (1:4) to concrete or block masonry surfaces on fair and even complete all as specified and as directed by Engineer in charge
M&L for preparation of newly platered surfaces and applying two coats of cement based paint over a coat of chalk whitening on newly plastered surface of wall complete all as specified and as directed by Engineer in charge
M & L for Preparation of newly platered surfaces and applying two coats of synthetic enamel paint (ordinary tint) over a coat of primer on road kerb surfaces/concrete surfaces of any description over 10 cm girth or width not otherwise described complete all as specified and as directed by Engineer in charge
M&L for stainless steel of grade SS-304 ,mirror polished square ,rectangular or circular pipe of different size of structural shed, balusters and railing,chain or letters of any height etc , including stainless steel arc welding and bright finishing by polishing with grinding etc complete all as specified and as directed by Engineer in charge
S&F 160 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engineer in charge
M/S KHUSHICONSTRUCTION (BID ID -3055416)
M/s Sriya Enterprises (BID ID -3062408)
Prasur Electricals & Engineering Co. (BID ID -3062668)
SKY GROUP (BID ID -3062650)
KRISHNA TRADING COMPANY (BID ID -3062086)
M/s K Moorthi (BID ID -3062187)
M/s Ramesh Lal (BID ID -3062235)
MAJUMDAR FURNITURE (BID ID -3062575)
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