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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.0 LAccepted-Finance | ₹8.0 L | 1 | Accepted-Finance L1 |
| 2 | 2₹8.9 L+₹83,479.10 (10.4%)Accepted-Finance | ₹8.9 L+₹83,479.10 (10.4%) | 2 | Accepted-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Technical bid has been rejected due to the GST was found suspended w.e.f 16/12/2024 hence not accepted. |
Tender Value
₹11.7 L
EMD Value
₹23,429
Closing Date
20 Jan 2025, 3:00 pmClosed
The Executive Engineer, PRI, NMA, Mayabunder
Office of Executive Engineer, PRI, NMA, Mayabunder
Costruction of RCC Culvert near Atul Paramarik house at Krishnapur under Gram Panchayat, Sitanagar.
2025_RDPRI_17224_1
88/EE/PRI/NMA/MB/24-2025
Open Tender
Civil Works - Others
Works
150 days
Sitanagar
Refer Tender Document
5 documents required · 5 mandatory
₹500
The Executive Engineer, PRI, NMA, Mayabunder
₹23,429
30 Jan 2025
11 Jan 2025
20 Jan 2025
11 Jan 2025
20 Jan 2025
11 Jan 2025
Amount
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.
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.
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 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 40 mm nominal size derived from natura sources)
1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura 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 :
1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura 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 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources).
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 floor five level, excluding the cost of centering, shuttering, finishing and 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.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
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.
Suspended floors, roofs, landings, balconies and access platform
12 mm Cement Plaster of mix:
1:4 (1 Cement :4 River Sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
Providing and fixing PVC Pipe of 50 mm dia for weep hole..
KARTICK BAROI (BID ID -50781)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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