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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹34.0 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹35.9 L+₹1.9 L (5.56%)Accepted-Finance | 2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | M/S G S GREWAL L2 | D JAYARAMAN L1 |
|---|---|---|---|---|---|
| 1.00Earth 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 for all lift, as directed by Engineer-in-charge. | |||||
| 1.10 | All kinds of soil | 33 | cum | 900 ₹29,700 | 700 ₹23,100 Lowest |
| 2.00 | 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 and for all lif. | 40 | cum | 500 ₹20,000 | 350 ₹14,000 Lowest |
| 3.00Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | |||||
| 3.10 | All kinds of soil | 320 | sqm | 25 ₹8,000 | 20 ₹6,400 Lowest |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.10 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.03 | cum | 23,500 ₹2,59,205 | 22,500 ₹2,48,175 Lowest |
| 4.20 | 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). | 32 | cum | 19,000 ₹6,08,000 | 18,000 ₹5,76,000 Lowest |
| 5.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | |||||
| 5.10 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 83.5 | cum | 25,000 ₹20,87,500 | 23,500 ₹19,62,250 Lowest |
Tender Value
₹32.8 L
EMD Value
₹65,570
Closing Date
30 Jan 2026, 10:00 amClosed
Executive Engineer
Office of the Executive Engineer CD, APWD, Campbell Bay
Construction of RCC Road along with retaining wall inside Campbell Bay Power House.
2026_APWD_21624_1
NIT No. 60/EE/CD/CB/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Executive Engineer CD, APWD, Campbell Bay
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹65,570
9 Feb 2026
23 Jan 2026
30 Jan 2026
23 Jan 2026
30 Jan 2026
23 Jan 2026
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 for all lift, as directed by Engineer-in-charge.
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 and for all lif.
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 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).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
12 mm cement plaster of mix:
1:4(1 cement: 4 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade:
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Providing and fixing PVC weep hole cutting placing in posistion as per directed by Engineer-in-charge.
PVC Pipe 50mm dia
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