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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹9.3 L+₹1.4 L (17.3%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹11.0 L+₹3.1 L (38.6%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹12.1 L+₹4.2 L (52.2%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P KESAVAN L4 | P MOHAMMED VASEEM L1 | N R S COMPANY L2 | Rising Construction Co-Operative Society Ltd 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. | |||||||
| 1.01 | All kinds of soil | 24.84 | cum | 550 ₹13,662 | 280 ₹6,955.2 Lowest | 600 ₹14,904 | 340 ₹8,445.6 |
| 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. | 12.83 | cum | 400 ₹5,132 | 100 ₹1,283 Lowest | 350 ₹4,490.5 | 330 ₹4,233.9 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||
| 3.01 | 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) | 4.26 | cum | 9,000 ₹38,340 | 7,000 ₹29,820 Lowest | 8,000 ₹34,080 | 9,940 ₹42,344.4 |
| 3.02 | 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) | 3.45 | cum | 9,700 ₹33,465 | 7,000 ₹24,150 Lowest | 8,500 ₹29,325 | 10,580 ₹36,501 |
| 3.03 | 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) | 7.21 | cum | 10,800 ₹77,868 | 7,000 ₹50,470 Lowest | 9,000 ₹64,890 | 11,450 ₹82,554.5 |
| 4.00Providing 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 : | |||||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 8.59 | cum | 11,500 ₹98,785 | 9,000 ₹77,310 Lowest | 9,500 ₹81,605 | 14,900 ₹1,27,991 |
| 5.00Reinforced 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 : | |||||||
Tender Value
₹11.6 L
EMD Value
₹23,133
Closing Date
18 Dec 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
Conversion of CC Footpath to CC Road from B. Rama Rao house to B. Ganapathi house at Chunna Batta North Bay-02 under Gram Panchayat Hope Town.
2025_RDPRI_20982_1
EE/PRI/SAD-I/RR/2025-26/159
Open Tender
Civil Works - Others
Works
120 days
Hope town
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹23,133
20 Dec 2025
10 Dec 2025
19 Dec 2025
11 Dec 2025
18 Dec 2025
11 Dec 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 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)
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)
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)
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
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.
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Suspended floors, roofs, landings, balconies and access platform
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
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
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
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)
6 mm cement plaster of mix:
1:3 (1 cement : 3 fine sand)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
One or more coats on old work
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
Re-Fixing of existing 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
N R S COMPANY (BID ID -61883)
Rising Construction Co-Operative Society Ltd (BID ID -61806)
P KESAVAN (BID ID -61936)
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