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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAdmitted-Finance | ₹14.0 L | L1 | Admitted-Finance |
| 2 | L2₹14.3 L+₹30,980 (2.21%)Admitted-Finance NO 05 QUARRY HILL SOUTH ANDAMAN SOUTH ANDAMAN ANDAMAN NICOBAR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹14.3 L+₹30,980 (2.21%) | L2 | Admitted-Finance |
| 3 | L3₹16.4 L+₹2.4 L (17.3%)Admitted-Finance | ₹16.4 L+₹2.4 L (17.3%) | L3 | Admitted-Finance |
| 4 | L4₹16.5 L+₹2.5 L (17.7%)Admitted-Finance | ₹16.5 L+₹2.5 L (17.7%) | L4 | Admitted-Finance |
| 5 | L5₹16.9 L+₹2.9 L (20.7%)Admitted-Finance SHED NO C 2 INDUSTRIAL ESTATE BATHUBASTI GARACHARMA P O PORT BLAIR PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹16.9 L+₹2.9 L (20.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Island Agency L6 | ISLAND STRUCTURE L3 | SAMUDRIKA LABOUR COOPERATIVE SOCIETY LTD. L2 | JAI SANKAR INDUSTRIES L5 | A. PALSWAMY L4 | TRK BUILDERS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 800 | Sqm | 52 ₹41,600 | 38 ₹30,400 Lowest | 90 ₹72,000 | 180 ₹1,44,000 | 100 ₹80,000 | 70 ₹56,000 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil | 15 | Cum | 700 ₹10,500 | 580 ₹8,700 | 2,000 ₹30,000 | 3,050 ₹45,750 | 200 ₹3,000 Lowest | 200 ₹3,000 Lowest |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 15 | Cum | 400 ₹6,000 | 290 ₹4,350 | 2,000 ₹30,000 | 2,500 ₹37,500 | 250 ₹3,750 | 150 ₹2,250 Lowest |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||||||
| 4.10 | Retaining walls, return walls, walls (any thickness) includingattached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. (Note: for PCC below pavement upto 10cm thickness) | 48 | Sqm | 600 ₹28,800 | 480 ₹23,040 | 200 ₹9,600 Lowest | 850 ₹40,800 | 350 ₹16,800 | 300 ₹14,400 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||||
| 5.10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 13.3 | Cum | 11,950 ₹1,58,935 | 10,680 ₹1,42,044 | 8,000 ₹1,06,400 | 5,400 ₹71,820 Lowest | 9,500 ₹1,26,350 | 8,600 ₹1,14,380 |
| 5.20 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 67 | Cum | 10,000 ₹6,70,000 | 9,180 ₹6,15,060 | 8,000 ₹5,36,000 | 6,500 ₹4,35,500 Lowest | 8,500 ₹5,69,500 | 7,975 ₹5,34,325 |
| 6.00 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | 67 | Cum | 11,500 ₹7,70,500 | 11,180 ₹7,49,060 | 8,000 ₹5,36,000 Lowest | 12,900 ₹8,64,300 | 10,000 ₹6,70,000 | 9,995 ₹6,69,665 |
| 7.00 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834. | 1,500 | Per cm depth per cm width per metre length | 60 ₹90,000 | 47.5 ₹71,250 | 75 ₹1,12,500 | 35 ₹52,500 | 120 ₹1,80,000 | 5 ₹7,500 Lowest |
Tender Value
₹17.8 L
EMD Value
₹44,400
Closing Date
25 Nov 2025, 3:00 pmClosed
The Director
ICAR-CIARI, Garacharma, Sri Vijaya Puram
Construction of Cement Concrete Pavement from main entrance to upper pond level at Sippighat Farm. Length 220m, top width 2.80m, bottom width 3.40m, total thickness 20cm
2025_DARE_883874_1
57(11)/25-26/C/o Concrete Pavement/Estate
Open Tender
Civil Works
Works
45 days
ICAR-CIARI, Sippighat Farm
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹44,400
Yes
4 Dec 2025
4 Nov 2025
26 Nov 2025
4 Nov 2025
25 Nov 2025
4 Nov 2025
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) includingattached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. (Note: for PCC below pavement upto 10cm thickness)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834.
SAMUDRIKA LABOUR COOPERATIVE SOCIETY LTD. (BID ID -3322489)
ISLAND STRUCTURE (BID ID -3320239)
A. PALSWAMY (BID ID -3322708)
JAI SANKAR INDUSTRIES (BID ID -3321198)
Island Agency (BID ID -3321196)
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