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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAdmitted-Finance | ₹21.6 L | L1 | Admitted-Finance |
| 2 | L2₹25.8 LAdmitted-Finance | ₹25.8 L | L2 | Admitted-Finance |
| 3 | L3₹26.9 LAdmitted-Finance | ₹26.9 L | L3 | Admitted-Finance |
| 4 | L4₹27.0 LAdmitted-Finance BAMBOOFLAT SOUTH ANDAMAN | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹27.0 L | L4 | Admitted-Finance |
| 5 | L5₹27.9 LAdmitted-Finance | ₹27.9 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P KESAVAN L3 | SELVARAJ L4 | KMS CONSTRUCTION L7 | T USMAN L2 | M/s A B Construction L8 | A Palswamy L1 | SHUVAM CONSTRUCTION L6 | M Mohammed Aslam 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. | 133.98 | cum | 400 ₹53,592 | 450 ₹60,291 | 300 ₹40,194 | 250 ₹33,495 | 400 ₹53,592 | 50 ₹6,699 | 250 ₹33,495 | 350 ₹46,893 |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||||||
| 2.01 | 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) | 35.45 | cum | 8,000 ₹2.8 L | 8,500 ₹3.0 L | 11,500 ₹4.1 L | 7,000 ₹2.5 L | 8,000 ₹2.8 L | 7,500 ₹2.7 L | 11,000 ₹3.9 L | 8,400 ₹3.0 L |
| 2.02 | 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) | 114.25 | cum | 8,800 ₹10.1 L | 9,000 ₹10.3 L | 14,100 ₹16.1 L | 7,600 ₹8.7 L | 13,000 ₹14.9 L | 8,000 ₹9.1 L | 14,000 ₹16.0 L | 9,800 ₹11.2 L |
| 2.03 | 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) | 39.22 | cum | 9,500 ₹3.7 L | 10,000 ₹3.9 L | 14,100 ₹5.5 L | 8,000 ₹3.1 L | 9,500 ₹3.7 L | 8,500 ₹3.3 L | 14,700 ₹5.8 L | 11,800 ₹4.6 L |
| 3.00Reinforced 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 : | |||||||||||
| 3.01 | 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) | 4.12 | cum | 10,000 ₹41,200 | 13,000 ₹53,560 | 14,500 ₹59,740 | 10,000 ₹41,200 | 13,900 ₹57,268 | 10,000 ₹41,200 | 15,000 ₹61,800 | 13,000 ₹53,560 |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for: | |||||||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 374.66 | sqm | 350 ₹1.3 L | 350 ₹1.3 L | 350 ₹1.3 L | 300 ₹1.1 L | 400 ₹1.5 L | 250 ₹93,664 | 300 ₹1.1 L | 380 ₹1.4 L |
Tender Value
₹31.9 L
EMD Value
₹63,879
Closing Date
25 Mar 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 CC Road from main road via Murgan Temple to Village Road at Brindaban under Brindaban Gram Panchayat by Samiti.
2026_RDPRI_22401_1
EE/PRI/SAD-I/RR(CCA)/25-26/215
Open Tender
Civil Works - Others
180 days
Brindaban
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹63,879
28 Mar 2026
17 Mar 2026
25 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
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)
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)
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)
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.
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 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
12 mm cement plaster of mix:
1:4 (1 cement: 4 fine sand)
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :
All kinds of soil
Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.
Deduct for not watering the excavated earth for banking
Carriage of earth by mechanical transport including loading, unloading & stacking for an average lead of 3.00 km.
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