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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.3 LAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹13.9 L+₹66,296.77 (5.00%)Rejected-AOC | 2 | Rejected-AOC Rejected | |
| 3 | 3₹14.7 L+₹1.5 L (11.1%)Rejected-AOC | 3 | Rejected-AOC Rejected | |
| 4 | 4₹14.9 L+₹1.6 L (12.0%)Rejected-AOC | 4 | Rejected-AOC Rejected | |
| 5 | 5₹15.0 L+₹1.8 L (13.2%)Rejected-AOC | 5 | Rejected-AOC Rejected |
Tender Value
₹16.9 L
EMD Value
₹33,800
Closing Date
16 Jun 2023, 5:00 pmClosed
KRISHAN KUMAR
PD Charkhi Dadri
Construction of Boundary wall at Vocational Education Institute (Industrial Training Institute) at Loharu
2023_HRY_288800_1
2023A06D938D C7CC 4BCB 8228 5740F509CE3E613BAR
Open Tender
Civil Works
Works
90 days
Loharu
As Above
2 documents required · 2 mandatory
₹1,000
₹33,800
Yes
15 Jul 2023
7 Jun 2023
19 Jun 2023
7 Jun 2023
16 Jun 2023
7 Jun 2023
7 Jun 2023 - 16 Jun 2023
Amount
[11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand)
[11.68.4]Applying priming coat: 4. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)
[11.84.1]Painting over the wooden/metal surface with aluminium paint of approved brand and manufacture to give an even shade . 1. Two or more coats on new work
[11.93.1]Finishing walls with water proofing cement paint of required shade : 1. New work (Two or more coats applied @ 3.84 kg/10 sqm)
[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
[4.12.1]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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil
[4.32]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 up to 1.5 m.
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
[6.14.1]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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
[6.16]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 four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete
[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts
[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
M S A.K. Enterprises
Mr.chhaviconstruction
SURENDER SINGH CONTRACTOR
Fast Infrastructures
Nitesh Construction Company
Omkar Contractor
Sumit Kumar
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