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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹7.5 L+₹48,078.20 (6.42%)Accepted-AOC C O MADAN MOHAN BUILDING TOTU SHIMLA 11 TEH DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L2 | Accepted-AOC L1 | |
| 2 | L1₹7.5 LRejected-AOC 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | L1 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Pawan Kumar L2 | shashikant L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas in all width and depth on plan) including getting out and disposal of excavated earth all leads, lifts and carriage of material as directed by the Engineer-in-charge .a). Ordinary rock | 144.3 | Cubic metre | 280 ₹40,404 Lowest | 300 ₹43,290 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level complete in all respect as per satisfaction of Engineer-in-Charge. 1:5:10 (one Cement : five sand : ten graded stone aggregate 40 mm (forty milimetre) nominal size | 1.8 | Cubic metre | 4,700 ₹8,460 | 4,500 ₹8,100 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 etc. complete in all respect as per satisfaction of Engineer-in-Charge. a). 1:2:4 (One cement : two coarse sand) : four graded stone aggregate 20 mm(Twenty milimetre nominal size). | 0.24 | Cubic metre | 5,500 ₹1,320 Lowest | 6,500 ₹1,560 |
| 4.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to all floor level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (one cement : oneand half sand : three graded stone aggregate 20 mm(twenty milimetre) nominal size) etc. complete in all respect as per satisfaction of Engineer-in-Charge. | 1.2 | Cubic metre | 8,500 ₹10,200 | 7,000 ₹8,400 Lowest |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for etc. complete in all respect as per satisfaction of Engineer-in-charge.. | |||||
| 5.10 | a). Suspended floors, roofs, landings, balconies and access platform. | 2.58 | Square Metre | 220 ₹567.6 Lowest | 350 ₹903 |
| 5.20 | b). walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 0.86 | Square Metre | 310 ₹266.6 | 250 ₹215 Lowest |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc. complete in all respect as per satisfaction of Engineer-in-Charge. a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 129.6 | Kilogram | 85 ₹11,016 Lowest | 90 ₹11,664 |
| 7.00 | Coursed rubble masonry with hard stone (first sort) in superstructure above plinth level and upto all floor level with cement mortar 1:6 (one cement : six sand) etc. complete in all respect as per satisfaction of Engineer-in-Charge. | 31.44 | Cubic metre | 8,200 ₹2,57,808 | 7,800 ₹2,45,232 Lowest |
| 8.00 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 110 | Cubic metre | 4,240 ₹4,66,400 | 3,900 ₹4,29,000 Lowest |
Tender Value
₹6.0 L
EMD Value
₹13,000
Closing Date
19 Dec 2025, 10:00 amClosed
Executive Engineer (C)
o/o Estate organization UHF nauni solan
Restoration of rain damages construction of retaining wall gabin structure to protect the sliding portion in various location at Dr YSP University of Horticulture and Forestry Nauni
2025_YSPU_123349_1
No.UHF/Const.-1/Partfile file/2025/- 2617 dated 11.12.2025
Open Tender
Civil Works
Item Rate
120 days
Nauni Solan
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
EE(D)
₹13,000
20 Jan 2026
11 Dec 2025
19 Dec 2025
11 Dec 2025
19 Dec 2025
11 Dec 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas in all width and depth on plan) including getting out and disposal of excavated earth all leads, lifts and carriage of material as directed by the Engineer-in-charge .a). Ordinary rock
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level complete in all respect as per satisfaction of Engineer-in-Charge. 1:5:10 (one Cement : five sand : ten graded stone aggregate 40 mm (forty milimetre) nominal size
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level etc. complete in all respect as per satisfaction of Engineer-in-Charge. a). 1:2:4 (One cement : two coarse sand) : four graded stone aggregate 20 mm(Twenty milimetre nominal size).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to all floor level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (one cement : oneand half sand : three graded stone aggregate 20 mm(twenty milimetre) nominal size) etc. complete in all respect as per satisfaction of Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form for etc. complete in all respect as per satisfaction of Engineer-in-charge..
a). Suspended floors, roofs, landings, balconies and access platform.
b). walls (any thickness) including attached pilasters, buttresses, 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 etc. complete in all respect as per satisfaction of Engineer-in-Charge. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Coursed rubble masonry with hard stone (first sort) in superstructure above plinth level and upto all floor level with cement mortar 1:6 (one cement : six sand) etc. complete in all respect as per satisfaction of Engineer-in-Charge.
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
Pawan Kumar (BID ID -599321)
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