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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAdmitted-Finance VALLUVAR NAGAR BAMBOOFLAT SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | L1 | Admitted-Finance | |
| 2 | L2₹12.6 L+₹6,142.70 (0.49%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹12.8 L+₹28,476.24 (2.27%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹13.3 L+₹71,698.74 (5.71%)Admitted-Finance 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Admitted-Finance | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s Ammu Construction L1 | CRESCENT CONSTRUCTION L4 | KMS CONSTRUCTION L2 | NEHA BUILDERS AND ROADWAYS L3 |
|---|---|---|---|---|---|---|---|
| 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. | 154.82 | cum | 180 ₹27,867.6 | 100 ₹15,482 Lowest | 200 ₹30,964 | 280 ₹43,349.6 |
| 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. | 97.55 | cum | 150 ₹14,632.5 | 100 ₹9,755 Lowest | 150 ₹14,632.5 | 220 ₹21,461 |
| 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) | 24.33 | cum | 7,000 ₹1,70,310 | 6,800 ₹1,65,444 | 7,600 ₹1,84,908 | 6,500 ₹1,58,145 Lowest |
| 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) | 12.3 | cum | 7,000 ₹86,100 Lowest | 7,500 ₹92,250 | 8,000 ₹98,400 | 7,050 ₹86,715 |
| 3.30 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 15.84 | cum | 8,000 ₹1,26,720 Lowest | 8,000 ₹1,26,720 Lowest | 8,200 ₹1,29,888 | 8,200 ₹1,29,888 |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for: | |||||||
| 4.10 | Foundations, footings, bases of columns, etc. for mass concrete | 271.04 | Sqm | 175 ₹47,432 | 100 ₹27,104 Lowest | 130 ₹35,235.2 | 300 ₹81,312 |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||||
Tender Value
₹18.2 L
EMD Value
₹36,348
Closing Date
16 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
Construction of CC Road from Bhima Rao house to Govt. Middle School at W.No. 01 under Bambooflat-I Gram Panchayat.
2025_RDPRI_20145_1
EE/PRI/SAD-I/RR/2025-26/82
Open Tender
Civil Works - Others
Works
180 days
Bambooflat-I
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹36,348
22 Oct 2025
7 Oct 2025
17 Oct 2025
8 Oct 2025
16 Oct 2025
8 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)
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 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
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.
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)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
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)
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 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 :
Two or more coats on new work
KMS CONSTRUCTION (BID ID -59571)
NEHA BUILDERS AND ROADWAYS (BID ID -59520)
CRESCENT CONSTRUCTION (BID ID -59477)
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