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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Finance | ₹6.3 L | L1 | Admitted-Finance |
| 2 | L2₹6.5 L+₹22,289.10 (3.55%)Admitted-Finance | ₹6.5 L+₹22,289.10 (3.55%) | L2 | Admitted-Finance |
| 3 | L3₹6.5 L+₹22,527.30 (3.59%)Admitted-Finance | ₹6.5 L+₹22,527.30 (3.59%) | L3 | Admitted-Finance |
| 4 | L4₹6.9 L+₹63,855.90 (10.2%)Admitted-Finance | ₹6.9 L+₹63,855.90 (10.2%) | L4 | Admitted-Finance |
| 5 | L5₹7.4 L+₹1.1 L (17.8%)Admitted-Finance | ₹7.4 L+₹1.1 L (17.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P GANGA RAJU AND BROTHERS L5 | Shri V R Subramani L4 | KMS CONSTRUCTION L1 | A K CONSTRUCTION L2 | VMK TRANSPORT AND BUILDERS 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. | 46.08 | cum | 200 ₹9,216 | 300 ₹13,824 | 160 ₹7,372.8 | 250 ₹11,520 | 150 ₹6,912 Lowest |
| 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. | 22.32 | cum | 150 ₹3,348 | 90 ₹2,008.8 Lowest | 140 ₹3,124.8 | 100 ₹2,232 | 140 ₹3,124.8 |
| 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 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.8 | cum | 7,000 ₹33,600 | 5,800 ₹27,840 | 7,200 ₹34,560 | 5,500 ₹26,400 Lowest | 7,000 ₹33,600 |
| 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) | 47.16 | cum | 8,000 ₹3,77,280 | 6,800 ₹3,20,688 | 7,600 ₹3,58,416 | 6,300 ₹2,97,108 Lowest | 7,100 ₹3,34,836 |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for : | ||||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 15.48 | sqm | 200 ₹3,096 | 300 ₹4,644 | 130 ₹2,012.4 Lowest | 300 ₹4,644 | 180 ₹2,786.4 |
| 4.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 149.7 | sqm | 250 ₹37,425 | 380 ₹56,886 | 130 ₹19,461 Lowest | 300 ₹44,910 | 200 ₹29,940 |
| 5.0012 mm cement plaster of mix : | ||||||||
Tender Value
₹10.0 L
EMD Value
₹20,050
Closing Date
6 Nov 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 of CC Drain and Construction of Protection Wall from Vikram house to main road via Virender and Malleshwari house at Wrightmyo-02 under Mannarghat Gram Panchayat.
2025_RDPRI_20322_1
EE/PRI/SAD-I/RR/2025-26/125
Open Tender
Civil Works - Others
Works
120 days
Mannarghat
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹20,050
4 Jul 2026
23 Oct 2025
7 Nov 2025
24 Oct 2025
6 Nov 2025
24 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.
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
A K CONSTRUCTION (BID ID -59923)
VMK TRANSPORT AND BUILDERS (BID ID -60201)
Shri V R Subramani (BID ID -60177)
P GANGA RAJU AND BROTHERS (BID ID -60235)
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