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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAdmitted-Finance | ₹10.3 L | L1 | Admitted-Finance |
| 2 | L2₹11.3 L+₹1.0 L (9.92%)Admitted-Finance | ₹11.3 L+₹1.0 L (9.92%) | L2 | Admitted-Finance |
| 3 | L3₹12.2 L+₹2.0 L (19.3%)Admitted-Finance | ₹12.2 L+₹2.0 L (19.3%) | L3 | Admitted-Finance |
| 4 | L4₹13.1 L+₹2.8 L (27.4%)Admitted-Finance | ₹13.1 L+₹2.8 L (27.4%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | G K RAO AND SONS L4 | A J ENTERPRISES L3 | M/S TANISHA ENTERPRISES L1 | H Abbas L2 |
|---|---|---|---|---|---|---|---|
| 1.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||||
| 1.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 44.22 | cum | 2,200 ₹97,284 | 500 ₹22,110 Lowest | 500 ₹22,110 Lowest | 1,500 ₹66,330 |
| 2.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 0.32 | cum | 2,500 ₹800 | 700 ₹224 | 500 ₹160 Lowest | 2,000 ₹640 |
| 3.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||||
| 3.01 | All kinds of soil. | 50.38 | cum | 400 ₹20,152 | 150 ₹7,557 Lowest | 500 ₹25,190 | 450 ₹22,671 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | |||||||
| 4.01 | 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) | 6.64 | cum | 9,500 ₹63,080 | 8,200 ₹54,448 | 6,500 ₹43,160 Lowest | 8,000 ₹53,120 |
| 4.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size derived from natural sources). | 16.3 | cum | 10,200 ₹1,66,260 | 9,200 ₹1,49,960 | 7,000 ₹1,14,100 Lowest | 8,500 ₹1,38,550 |
| 5.00Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | |||||||
| 5.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 39.39 | cum | 11,000 ₹4,33,290 | 10,800 ₹4,25,412 | 8,500 ₹3,34,815 Lowest | 9,000 ₹3,54,510 |
Tender Value
₹15.2 L
EMD Value
₹30,331
Closing Date
27 Nov 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Repair and Maintenance of CC Footpath CC Drain LMV Road Steps Village Roads at various places under Bambooflat-I Gram Panchayat. Repair and Maintenance of CC Footpath main road to Kader house via Narayan house Ward No. 08 under GP Bambooflat-I
2025_RDPRI_20655_1
EE/PRI/SAD-I/GEN/2025-26/124
Open Tender
Civil Works - Others
Works
180 days
Bambooflat-I
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹30,331
15 Jul 2026
20 Nov 2025
28 Nov 2025
21 Nov 2025
27 Nov 2025
21 Nov 2025
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
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)
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 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 centring, shuttering, finishing and reinforcement - All work upto plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
G.I. pipes
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
One or more coats on Old work
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
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.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
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.
Providing weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing withgratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge.
50 mm dia PVC pipe
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 @ 2.20 kg/10 sqm)
Carriage of materials by manual labour i/c loading, unloading and stacking for lead of 100 mtrs.
cement
Steel
Sand,stone aggregate below 40 mm size
H Abbas (BID ID -61087)
A J ENTERPRISES (BID ID -61133)
G K RAO AND SONS (BID ID -61086)
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