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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹7.9 L+₹40,109.62 (5.38%)Admitted-Finance 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Admitted-Finance | |
| 3 | L3₹8.6 L+₹1.1 L (14.6%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹9.2 L+₹1.8 L (23.6%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹9.3 L+₹1.9 L (24.9%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | A J ENTERPRISES L4 | CRESCENT CONSTRUCTION L2 | P MOHAMMED VASEEM L3 | ANAS L6 | E M A CONSTRUCTION L5 | VMK TRANSPORT AND BUILDERS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth 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. | |||||||||
| 1.10 | All kinds of soil. | 45.84 | cum | 150 ₹6,876 | 100 ₹4,584 Lowest | 300 ₹13,752 | 300 ₹13,752 | 250 ₹11,460 | 300 ₹13,752 |
| 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 m and lift upto 1.5 m. | 24.46 | cum | 120 ₹2,935.8 | 90 ₹2,201.85 Lowest | 100 ₹2,446.5 | 150 ₹3,669.75 | 100 ₹2,446.5 | 100 ₹2,446.5 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | |||||||||
| 3.10 | 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) | 10.5 | cum | 8,000 ₹84,000 | 5,800 ₹60,900 Lowest | 7,000 ₹73,500 | 6,800 ₹71,400 | 7,500 ₹78,750 | 6,700 ₹70,350 |
| 3.20 | 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) | 69.37 | cum | 8,500 ₹5,89,611 | 7,500 ₹5,20,245 | 8,500 ₹5,89,611 | 8,000 ₹5,54,928 | 8,500 ₹5,89,611 | 6,999 ₹4,85,492.63 Lowest |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for : | |||||||||
| 4.10 | Foundations, footings, bases of columns, etc. for mass concrete | 19.44 | sqm | 200 ₹3,888 | 100 ₹1,944 Lowest | 350 ₹6,804 | 300 ₹5,832 | 180 ₹3,499.2 | 140 ₹2,721.6 |
| 4.20 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 147.75 | sqm | 200 ₹29,550 | 100 ₹14,775 Lowest | 300 ₹44,325 | 350 ₹51,712.5 | 180 ₹26,595 | 150 ₹22,162.5 |
| 5.00 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 7.26 | cum | 2,000 ₹14,520 Lowest | 2,000 ₹14,520 Lowest | 2,000 ₹14,520 Lowest | 2,500 ₹18,150 | 2,000 ₹14,520 Lowest | 3,000 ₹21,780 |
Tender Value
₹12.2 L
EMD Value
₹24,309
Closing Date
14 Oct 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
Renovation and Extension of CC Drain from back side of P. Hanifa house to Habibullah via CH. Aboobacker house at Mannarghat W.No. 03 under Mannarghat Gram Panchayat.
2025_RDPRI_20127_1
EE/PRI/SAD-I/RR/2025-26/116
Open Tender
Civil Works - Others
Works
120 days
Mannarghat
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹24,309
17 Oct 2025
4 Oct 2025
15 Oct 2025
5 Oct 2025
14 Oct 2025
5 Oct 2025
Amount
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.
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 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) derived from natural sources : 6 graded stone aggregate 40 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.
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
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
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
CRESCENT CONSTRUCTION (BID ID -59391)
P MOHAMMED VASEEM (BID ID -59416)
A J ENTERPRISES (BID ID -59427)
E M A CONSTRUCTION (BID ID -59407)
ANAS (BID ID -59371)
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