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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | L1 | Accepted-AOC Allotted | |
| 2 | L2₹16.6 L+₹2.1 L (14.8%)Rejected-Finance | L2 | Rejected-Finance EMD Release | |
| 3 | L3₹16.7 L+₹2.2 L (15.5%)Rejected-Finance AGROHA 125047 HISAR | FATEHABAD | HARYANA | 125047 | L3 | Rejected-Finance EMD Release | |
| 4 | L4₹17.0 L+₹2.5 L (17.3%)Rejected-Finance | L4 | Rejected-Finance EMD Release | |
| 5 | L5₹18.3 L+₹3.8 L (26.5%)Rejected-Finance | L5 | Rejected-Finance EMD Release |
Tender Value
₹19.3 L
EMD Value
₹38,600
Closing Date
19 Jun 2023, 5:00 pmClosed
SACHIN BHATI
PD - I, Hisar
Special Repair of App. Road along New ROB at Dabra Chowk Hisar RD 0.00 to 0.380 (RHS) in Hisar distt. (Road ID 8679) falls in MC Hisar area.
2023_HRY_289850_1
202367197C34 4B11 4D0D 8ED0 D72153537CD8629BAR
Open Tender
Civil Works
Works
90 days
Hisar
2 documents required · 2 mandatory
₹1,000
₹38,600
Yes
4 Sept 2023
13 Jun 2023
20 Jun 2023
13 Jun 2023
19 Jun 2023
13 Jun 2023
Amount
[11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer
[17.15.1]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material
[17.44]Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications
[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.
[24.10.4]CIVIL ITEMS (USED COMMONLY IN ELECTRICAL WORKS) 4. cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey
[34.49]Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
[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)
HARITA CONSTRUCTION CO.
M/S SANWARIYA CONSTRUCTION
ADIONA INFRA SOLUTIONS PRIVATE LIMITED
SHREE DEVI LAL CONSTRUCTIONS
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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