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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.5 LRejected-Finance | L1 | Rejected-Finance Due to wrong BOQ uploaded | |
| 2 | L1₹26.5 LRejected-Finance | L1 | Rejected-Finance Due to single tender | |
| 3 | Rejected-Technical | - | Rejected-Technical Due to not submitted latest GST3B |
| Sl No | Description | Qty | Unit | M/S SUNNY ENTERPRISES L1 | NITU CONSTRUCTION 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 for all lift, as directed by Engineer-in-charge.
a) All kinds of soil | 161.04 | cum | 200 ₹32,208 Lowest | 200 ₹32,208 Lowest |
| 2.00 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil | 84.3 | cum | 200 ₹16,860 Lowest | 200 ₹16,860 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 5.83 | cum | 20,000 ₹1,16,600 Lowest | 20,000 ₹1,16,600 Lowest |
| 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) | 3.27 | cum | 20,000 ₹65,400 Lowest | 20,000 ₹65,400 Lowest |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Foundations, footings, bases of columns, etc. for mass concrete | 122.71 | sqm | 200 ₹24,542 Lowest | 200 ₹24,542 Lowest |
| 6.00 | 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. | 304.85 | sqm | 200 ₹60,970 Lowest | 200 ₹60,970 Lowest |
| 7.00 | 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) | 14.57 | cum | 25,000 ₹3,64,250 Lowest | 25,000 ₹3,64,250 Lowest |
| 8.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
a) 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) | 18.97 | cum | 25,000 ₹4,74,250 Lowest | 25,000 ₹4,74,250 Lowest |
| 9.00 | 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 :
a) 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) | 32.74 | cum | 25,000 ₹8,18,500 Lowest | 25,000 ₹8,18,500 Lowest |
| 10.00 | 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. | 4,396.32 | kgs | 120 ₹5,27,558.4 Lowest | 120 ₹5,27,558.4 Lowest |
Tender Value
₹24.7 L
EMD Value
₹49,464
Closing Date
15 Jan 2026, 3:00 pmClosed
EE-II (WKS) SVPMC
EE-II (WKS) SVPMC
Construction of RCC retaining wall with hand railing near the house of Shri Raja Ratnam infront of Sagaritara Press at Dairy farm in ward No 09
2026_PMBC_21391_1
26/EE-II/Wks/R/MC/2025-26
Open Tender
Civil Works - Others
Works
60 days
Sagaritara Press at Dairy farm in ward No 09
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹49,464
16 Jan 2026
8 Jan 2026
15 Jan 2026
8 Jan 2026
15 Jan 2026
8 Jan 2026
Amount
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 for all lift, as directed by Engineer-in-charge. a) All kinds of soil
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) 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 : a) 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)
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)
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 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 and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : a) 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)
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 : a) 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)
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. a) G.I. pipes
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. a) 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 and for all lift.
NITU CONSTRUCTION (BID ID -62993)
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