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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.0 LAccepted-AOC 681 18 EKTA NAGAR SAFIDON ROAD JIND 126102 | JIND | JIND | HARYANA | 126102 | 1 | Accepted-AOC Work allotted | |
| 2 | 2₹42.2 L+₹3.2 L (8.20%)Rejected-Finance | 2 | Rejected-Finance Not lowest | |
| 3 | 3₹43.0 L+₹4.0 L (10.2%)Rejected-Finance | 3 | Rejected-Finance Not lowest | |
| 4 | 4₹44.8 L+₹5.8 L (14.7%)Rejected-Finance HOUSE NO 254P SECTOR 6 ROHTAK OPPOSITE RAJIV GANDHI STADIUM VPO MAKRUALI KALAN 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | 4 | Rejected-Finance Not lowest | |
| 5 | 5₹45.2 L+₹6.2 L (15.9%)Rejected-Finance | 5 | Rejected-Finance Not lowest |
Tender Value
₹50.0 L
EMD Value
₹1 L
Closing Date
29 Oct 2024, 5:00 pmClosed
RAJ Kumar Nain
PD Jind
Construction of Boundary wall in Civil Station area (D.C. Colony) at Jind in Jind Distt.
2024_HRY_404223_1
2024B8FA2DC7 DE53 4C45 B14B 12D63703F7B8641BAR
Open Tender
Civil Works
Works
180 days
Jind
Construction of Boundary wall in Civil Station area (D.C. Colony) at Jind in Jind Distt.
2 documents required · 2 mandatory
₹5,000
₹1 L
Yes
Superintending Engineer, Kaithal Circle
4 Apr 2025
15 Oct 2024
30 Oct 2024
15 Oct 2024
29 Oct 2024
15 Oct 2024
25 Oct 2024
Amount
[11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) [Through Rate]
[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) [Through Rate]
[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 [Through Rate]
[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. [Through Rate]
[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) [Through Rate]
[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) [Through Rate]
[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) [Through Rate]
[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) [Through Rate]
[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 [Through Rate]
[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Through Rate]
[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate]
[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 Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]
[7.47.2]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 : 2. Cement mortar 1:6 (1 cement: 6 Coarse sand) [Through Rate]
[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) [Through Rate]
The Jai Shri Hanuman Co.op L and C Society Ltd. (BID ID -1156968)
Fast Infrastructures (BID ID -1159507)
Anil Kumar (BID ID -1159163)
AMANDEEP CONTRACTOR (BID ID -1159727)
Jaspal Singh S/o Sh. Balbir Singh (BID ID -1157506)
manoj kumar contractor (BID ID -1159544)
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