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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Finance | ₹6.7 L | L1 | Admitted-Finance |
| 2 | L2₹6.9 LAdmitted-Finance | ₹6.9 L | L2 | Admitted-Finance |
| 3 | L3₹7.1 LAdmitted-Finance | ₹7.1 L | L3 | Admitted-Finance |
| 4 | L4₹7.8 LAdmitted-Finance | ₹7.8 L | L4 | Admitted-Finance |
| 5 | L5₹8.3 LAdmitted-Finance | ₹8.3 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P KESAVAN L4 | M/s V M K CONSTRUCTION L1 | M Mohammed Aslam L3 | SARASWATHI CONSTRUCTIONS L2 | H Abbas L5 |
|---|---|---|---|---|---|---|---|---|
| 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. | 11.8 | cum | 350 ₹4,130 | 200 ₹2,360 | 300 ₹3,540 | 300 ₹3,540 | 400 ₹4,720 |
| 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. | 10.5 | cum | 250 ₹2,625 | 100 ₹1,050 | 200 ₹2,100 | 200 ₹2,100 | 350 ₹3,675 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | ||||||||
| 3.01 | 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)ces) | 4.65 | cum | 9,100 ₹42,315 | 7,500 ₹34,875 | 8,500 ₹39,525 | 8,200 ₹38,130 | 9,000 ₹41,850 |
| 3.02 | 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) | 4.54 | cum | 8,600 ₹39,044 | 7,000 ₹31,780 | 8,000 ₹36,320 | 8,000 ₹36,320 | 8,500 ₹38,590 |
| 4.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 15.84 | sqm | 600 ₹9,504 | 650 ₹10,296 | 900 ₹14,256 | 800 ₹12,672 | 1,200 ₹19,008 |
| 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) | 5.27 | cum | 9,800 ₹51,646 | 8,500 ₹44,795 | 11,000 ₹57,970 | 10,200 ₹53,754 | 10,000 ₹52,700 |
| 6.00Reinforced 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
₹8.9 L
EMD Value
₹17,824
Closing Date
8 May 2026, 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 Segregation Shed for SWM under Bambooflat-II Gram Panchayat.
2026_RDPRI_22844_1
EE/PRI/SAD-I/GEN/26-27/26
Open Tender
Civil Works - Buildings
120 days
Bambooflat-II
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹17,824
13 May 2026
27 Apr 2026
8 May 2026
28 Apr 2026
8 May 2026
28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | - | cum | - | - |
| 2Filling 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. | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | |||||
| 3.01 | 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)ces) | - | cum | - | - |
| 3.02 | 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) | - | cum | - | - |
| 4 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 1 | sqm | - | - |
| 5Providing 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) | 1 | cum | - | - |
| 6Reinforced 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 : | |||||
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