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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.0 LAccepted-AOC | ₹10.0 L | 1 | Accepted-AOC L1 |
| 2 | 2₹10.0 L+₹5,208.20 (0.52%)Rejected-AOC | ₹10.0 L+₹5,208.20 (0.52%) | 2 | Rejected-AOC L2 |
| 3 | 3₹10.3 L+₹32,498.40 (3.26%)Rejected-AOC | ₹10.3 L+₹32,498.40 (3.26%) | 3 | Rejected-AOC L3 |
| 4 | 4₹10.4 L+₹46,226.90 (4.64%)Rejected-AOC RANGAT | ₹10.4 L+₹46,226.90 (4.64%) | 4 | Rejected-AOC L4 |
| 5 | 5₹10.9 L+₹90,804.10 (9.12%)Rejected-AOC | ₹10.9 L+₹90,804.10 (9.12%) | 5 | Rejected-AOC L5 |
Tender Value
₹10.9 L
EMD Value
₹21,876
Closing Date
4 Jan 2022, 3:00 pmClosed
EXECUTIVE ENGINEER PRI N AND MAD MAYABUNDER
OFFICE OF THE EXECUTIVE ENGINEER PRI LUCKNOW MAYABUNDER
construction of CC footpath from existing footpath to the house of Omesh Kujur Via Rajesh Kujur house including 01 No. Culvert Kaushalya Nagar Ward No. 02 under GP, Kaushalya Nagar.
2021_RDPRI_4608_1
19/EE/PRI/MB/2021-2022
Open Tender
Civil Works - Roads
Item Rate
90 days
EE PRI N AND MAD MAYABUNDER
Refer tender documents
5 documents required · 5 mandatory
₹500
EXECUTIVE ENGINEER PRI N AND MAD MAYABUNDER
₹21,876
Yes
17 Jun 2022
16 Dec 2021
4 Jan 2022
16 Dec 2021
4 Jan 2022
22 Dec 2021
16 Dec 2021 - 22 Dec 2021
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.
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
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources).
1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
12 mm cement plaster of mix :
1:4 (1 cement: 4 River sand)
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.
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 Pulverised sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
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 specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :
1:1.5:3 (1 cement: 1.5 Pulverised 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
1:1.5:3 (1 cement: 1.5 Pulverised sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
6 mm cement plaster of mix :
1:3 (1 cement : 3 fine sand)
Providing and fixing PVC Pipe of 50 mm dia for weap hole.
Filling with stone boulder as filter media on back side of RCC retaining wall as per direction of Engineer-in-Charge.
M SARAVANAN
Ajay Singh
M KARIKALAN
C. KANDASAMY
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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