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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.1 LAccepted-AOC MIRZAPUR CHOWK NEAR M G CLUB HISAR HARYANA 125001 | HISAR | HARYANA | 125001 | L1 | Accepted-AOC Work allotted | |
| 2 | L2₹33.8 L+₹1.8 L (5.48%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹34.4 L+₹2.4 L (7.40%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹35.8 L+₹3.7 L (11.5%)Rejected-Finance 62 BALSAMAND ROAD HISAR 125001 | HISAR | HARYANA | 125001 | L4 | Rejected-Finance L4 | |
| 5 | L5₹35.8 L+₹3.7 L (11.7%)Rejected-Finance 1077 SECTOR 16 AND 17 125001 | HISAR | HISAR | HARYANA | 125001 | L5 | Rejected-Finance L5 |
Tender Value
₹37.7 L
EMD Value
₹75,000
Closing Date
15 Feb 2024, 5:00 pmClosed
K C KAMBOJ
PD Fatehabad
Reconstruction of Boundary Wall around in Sub Tehsil Building at Bhuna in Fatehabad District
2024_HRY_349851_1
20244B1D49EA 2F48 4CA1 9A4E AE726C9CF5B6631BAR
Open Tender
Civil Works
Works
120 days
Bhuna
Reconstruction of Boundary Wall around in Sub Tehsil Building at Bhuna in Fatehabad District
2 documents required · 2 mandatory
₹5,000
₹75,000
Yes
5 Sept 2024
1 Feb 2024
16 Feb 2024
1 Feb 2024
15 Feb 2024
1 Feb 2024
Amount
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand)
[11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
[11.82.1]Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work
[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.
[5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar
[6.1.7]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: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 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)
[6.15.1]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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns
[6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts
[6.33.6]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 below plinth level 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.
[7.47.1]Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
[7.48.1]Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : 1. Cement Mortar 1:4 ( 1 cement : 4 coarse sand)
Recovery of Good Bricks @ 5/- each
Recovery of Brick Bats @ Rs. 500/- Cum
M S GROUP
Shubham Contractor Fatehabad
Krishan Kumar Contractor
M/s Hisar Construction Company
Rajender Godara
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