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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹6.1 L+₹1.4 L (28.8%)Accepted-Finance | L2 | Accepted-Finance Being L2 | |
| 3 | L3₹6.2 L+₹1.5 L (31.2%)Accepted-Finance | L3 | Accepted-Finance Being L3 |
| Sl No | Description | Qty | Unit | M/S SUNNY ENTERPRISES L2 | NITU CONSTRUCTION L3 | M/S TANISHA ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
a) All kinds of soil | 28 | Cum | 50 ₹1,400 Lowest | 200 ₹5,600 | 1,000 ₹28,000 |
| 2.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Foundations, footings, bases of columns, etc. for mass concrete | 12.92 | Sqm | 50 ₹646 Lowest | 200 ₹2,584 | 450 ₹5,814 |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. | 72 | Sqm | 50 ₹3,600 Lowest | 200 ₹14,400 | 400 ₹28,800 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 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) | 14.32 | Cum | 19,000 ₹2,72,080 | 16,000 ₹2,29,120 | 9,500 ₹1,36,040 Lowest |
| 5.00 | Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
a) 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) | 5.6 | Cum | 20,000 ₹1,12,000 | 16,000 ₹89,600 | 9,000 ₹50,400 Lowest |
| 6.00 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings,bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of 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). | 8.4 | Cum | 20,000 ₹1,68,000 | 20,000 ₹1,68,000 | 10,500 ₹88,200 Lowest |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 664.02 | Kgs | 60 ₹39,841.2 Lowest | 120 ₹79,682.4 | 135 ₹89,642.7 |
| 8.00 | 12 mm cement plaster of mix :
a) 1:4 (1 cement: 4 fine sand) | 99.2 | Sqm | 100 ₹9,920 Lowest | 300 ₹29,760 | 450 ₹44,640 |
Tender Value
₹5.4 L
EMD Value
₹10,806
Closing Date
9 Feb 2026, 3:00 pmClosed
EE-II (WKS) SVPMC
EE-II (WKS) SVPMC
Construction of covering slab over drain starting from the House of Shri Trinath to Shri T Trinath at Japan Road in Ward No 14
2026_PMBC_21723_1
17/EE-II/WKS/MC/2024-25
Open Tender
Construction Works
Works
90 days
Japan Road Ward No 14
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹10,806
10 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. a) All kinds of soil
Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for a) Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 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 cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: a) 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, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings,bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of 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. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
12 mm cement plaster of mix : a) 1:4 (1 cement: 4 fine sand)
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