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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₹17.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹17.1 L+₹1,926.35 (0.11%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹17.5 L+₹37,819.25 (2.21%)Admitted-Finance GOVT CONTRACTOR STEWARTGUNJ SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | L3 | Admitted-Finance | |
| 4 | L4₹17.7 L+₹62,436.05 (3.65%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹17.8 L+₹68,888.60 (4.03%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | T ABDUL BASHEER L2 | M/s P A S Construction L1 | N H CONSTRUCTION L3 | A J ENTERPRISES L5 | Abdul Gafoor L4 | M/s Ammu Construction L7 | CRESCENT CONSTRUCTION L10 | ABDUL GAFOOR L9 | ANAS L6 | C AJAIYA KUMAR L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 lift upto 1.5 m, as directed by Engineer-incharge. | |||||||||||||
| 1.01 | All kinds of soil | 3,530.41 | cum | 115 ₹4,05,997.15 | 90 ₹3,17,736.9 Lowest | 120 ₹4,23,649.2 | 120 ₹4,23,649.2 | 110 ₹3,88,345.1 | 120 ₹4,23,649.2 | 250 ₹8,82,602.5 | 135 ₹4,76,605.35 | 140 ₹4,94,257.4 | 160 ₹5,64,865.6 |
| 2.00Earth 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 lift upto 1.5 m, as directed by Engineer-incharge. | |||||||||||||
| 2.01 | Ordinary rock | 176.5 | cum | 200 ₹35,300 | 100 ₹17,650 Lowest | 140 ₹24,710 | 138 ₹24,357 | 100 ₹17,650 Lowest | 215 ₹37,947.5 | 500 ₹88,250 | 155 ₹27,357.5 | 160 ₹28,240 | 450 ₹79,425 |
| 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. | 58.83 | cum | 120 ₹7,059.6 | 100 ₹5,883 | 80 ₹4,706.4 | 85 ₹5,000.55 | 100 ₹5,883 | 54 ₹3,176.82 Lowest | 180 ₹10,589.4 | 90 ₹5,294.7 | 80 ₹4,706.4 | 150 ₹8,824.5 |
| 4.00Earth 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. | |||||||||||||
| 4.01 | All kinds of soil. | 111.02 | cum | 110 ₹12,212.2 | 100 ₹11,102 Lowest | 150 ₹16,653 | 140 ₹15,542.8 | 120 ₹13,322.4 | 190 ₹21,093.8 | 200 ₹22,204 | 105 ₹11,657.1 | 150 ₹16,653 | 160 ₹17,763.2 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||||||||
| 5.01 | 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) | 6.65 | cum | 6,000 ₹39,900 Lowest | 6,700 ₹44,555 | 6,500 ₹43,225 | 7,000 ₹46,550 | 6,500 ₹43,225 | 7,800 ₹51,870 | 6,500 ₹43,225 | 8,100 ₹53,865 | 6,000 ₹39,900 Lowest | 8,000 ₹53,200 |
| 5.02 | 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) | 123.37 | cum | 6,500 ₹8,01,905 Lowest | 6,999 ₹8,63,466.63 | 6,800 ₹8,38,916 | 7,100 ₹8,75,927 | 6,900 ₹8,51,253 | 7,550 ₹9,31,443.5 | 8,000 ₹9,86,960 | 9,500 ₹11,72,015 | 7,200 ₹8,88,264 | 8,500 ₹10,48,645 |
Tender Value
₹31.9 L
EMD Value
₹63,876
Closing Date
11 Dec 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Earth Cutting and Filling of Play Ground under Gram Panchayat Stewartgunj.
2025_RDPRI_20851_1
EE/PRI/SAD-I/GEN/2025-26/156
Open Tender
Civil Works - Others
Works
180 days
Stewartgunj
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹63,876
13 Dec 2025
2 Dec 2025
12 Dec 2025
3 Dec 2025
11 Dec 2025
3 Dec 2025
Amount
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
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.
Ordinary rock
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.
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 centering and shuttering - All work up to 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
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
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
Light shade pigment using white cement
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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
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.
T ABDUL BASHEER (BID ID -61574)
N H CONSTRUCTION (BID ID -61687)
Abdul Gafoor (BID ID -61642)
A J ENTERPRISES (BID ID -61685)
ANAS (BID ID -61666)
M/s Ammu Construction (BID ID -61613)
C AJAIYA KUMAR (BID ID -61654)
ABDUL GAFOOR (BID ID -61645)
CRESCENT CONSTRUCTION (BID ID -61567)
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