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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-Finance | ₹2.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹2.5 L+₹11,392.50 (4.78%)Rejected-Finance BATHU BASTI PORT BLAIR PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹2.5 L+₹11,392.50 (4.78%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.6 L+₹22,771.70 (9.55%)Rejected-Finance | ₹2.6 L+₹22,771.70 (9.55%) | L3 | Rejected-Finance L3 |
| 4 | L4₹2.7 L+₹30,150 (12.6%)Rejected-Finance | ₹2.7 L+₹30,150 (12.6%) | L4 | Rejected-Finance L4 |
| 5 | L5₹2.8 L+₹40,121 (16.8%)Rejected-Finance BEODNABAD | ₹2.8 L+₹40,121 (16.8%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ANAND TRADERS AND CONSTRUCTION L3 | M/S TANISHA ENTERPRISES L1 | M/s CVR ENTERPRISES L5 | LIPIKA CONSTRUCTION L2 | VIJAYA CONSTRUCTION L6 | N DINESH L4 | S RAJA L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||||||
| 1.01 | 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. | 14.36 | Cum | 260 ₹3,733.6 | 1,000 ₹14,360 | 500 ₹7,180 | 400 ₹5,744 | 390 ₹5,600.4 | 200 ₹2,872 Lowest | 400 ₹5,744 |
| 1.02 | 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) | 5.08 | Cum | 6,800 ₹34,544 | 7,500 ₹38,100 | 8,500 ₹43,180 | 7,500 ₹38,100 | 7,500 ₹38,100 | 6,000 ₹30,480 Lowest | 8,000 ₹40,640 |
| 1.03 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases of columns, etc. for mass concrete | 34.77 | Sqm | 300 ₹10,431 | 350 ₹12,169.5 | 350 ₹12,169.5 | 300 ₹10,431 | 250 ₹8,692.5 | 50 ₹1,738.5 Lowest | 300 ₹10,431 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 19.1 | Cum | 9,300 ₹1,77,630 | 7,500 ₹1,43,250 Lowest | 9,500 ₹1,81,450 | 8,500 ₹1,62,350 | 10,500 ₹2,00,550 | 11,000 ₹2,10,100 | 9,800 ₹1,87,180 |
| 1.05 | 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) | 0.12 | Cum | 10,200 ₹1,224 | 8,500 ₹1,020 Lowest | 10,500 ₹1,260 | 9,000 ₹1,080 | 11,500 ₹1,380 | 16,000 ₹1,920 | 10,000 ₹1,200 |
| 1.06 | 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. | 14 | Kg | 100 ₹1,400 | 130 ₹1,820 | 120 ₹1,680 | 100 ₹1,400 | 110 ₹1,540 | 20 ₹280 Lowest | 100 ₹1,400 |
| 1.07 | 12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand) | 56.6 | Sqm | 450 ₹25,470 | 350 ₹19,810 Lowest | 450 ₹25,470 | 450 ₹25,470 | 430 ₹24,338 | 350 ₹19,810 Lowest | 500 ₹28,300 |
| 1.08 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | 45 | Sqm | 80 ₹3,600 | 105 ₹4,725 | 50 ₹2,250 | 20 ₹900 Lowest | 35 ₹1,575 | 20 ₹900 Lowest | 200 ₹9,000 |
| 1.09 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.
75 mm diameter | 6 | Mtr | 350 ₹2,100 | 150 ₹900 | 350 ₹2,100 | 500 ₹3,000 | 150 ₹900 | 10 ₹60 Lowest | 200 ₹1,200 |
Tender Value
₹2.9 L
EMD Value
₹5,873
Closing Date
30 Sept 2025, 3:00 pmClosed
Executive Engineer-III (Works), SVPMC
Executive Engineer-III (Works), SVPMC, Shadipur, Sri Vijaya Puram-744106
Construction of Footpath and Toe Wall starting from Shri. Seveyar Ghop House at Rajiv Nagar, Garacharma in Ward No.18.
2025_PMBC_20032_1
21/EE-III/W/MC/2025-26
Open Tender
Civil Works - Others
Works
30 days
Garacharma
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹5,873
4 Nov 2025
22 Sept 2025
30 Sept 2025
22 Sept 2025
30 Sept 2025
22 Sept 2025
Amount
Civil Works
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)
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases of columns, etc. for mass concrete
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 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)
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.
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter
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.
LIPIKA CONSTRUCTION (BID ID -59098)
ANAND TRADERS AND CONSTRUCTION (BID ID -59075)
N DINESH (BID ID -59083)
M/s CVR ENTERPRISES (BID ID -59073)
VIJAYA CONSTRUCTION (BID ID -59103)
S RAJA (BID ID -59088)
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