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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC SATI MATA MANDIR WARD NO 2 NAHAR COLONY CHEEKA SATI MATA MANDIR WARD NO 2 NAHAR COLONY CHEEKA 136034 | CHEEKA | KAITHAL | HARYANA | 136034 | L1 | Accepted-AOC AWARDED | |
| 2 | L2₹20.0 L+₹81,379.20 (4.25%)Rejected-Finance GALI NO 1 VILLAGE BAGTHALA TEHSIL BAWAL DISTT REWARI 123501 | BAWAL | REWARI | HARYANA | 123501 | L2 | Rejected-Finance REJECTED AS L2 | |
| 3 | L3₹20.4 L+₹1.3 L (6.62%)Rejected-Finance | L3 | Rejected-Finance REJECTED AS L3 | |
| 4 | L4₹21.8 L+₹2.6 L (13.8%)Rejected-Finance | L4 | Rejected-Finance REJECTED AS L4 | |
| 5 | L5₹22.1 L+₹2.9 L (15.1%)Rejected-Finance GALI NO 4 H NO 108 11 GALI NO 4 VIVEKANAND NAGAR TEHSIL BAHADURGARH DISTRICT JHAJJAR HARYANA 124507 | BAHADURGARH | JHAJJAR | HARYANA | 124507 | L5 | Rejected-Finance REJECTED AS L5 |
Tender Value
₹23.5 L
EMD Value
₹47,080
Closing Date
29 Aug 2023, 5:00 pmClosed
ADITYA DESWAL
GARHI BOLNI ROAD Rewari
Construction of Staff and Student Parking in Govt. College at Bawal in Rewari Distt.
2023_HRY_305761_1
202364C72C7C C15A 44FD 89ED 1D584CF65F31648BAR
Open Tender
Civil Works
Works
90 days
Bawal
as per bid documents
2 documents required · 2 mandatory
₹1,000
₹47,080
Yes
14 Nov 2023
22 Aug 2023
31 Aug 2023
22 Aug 2023
29 Aug 2023
22 Aug 2023
Amount
[10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
[11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand)
[13.27]Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
[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
[17.6]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.
[4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
[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)
[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)
[9.33]Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( plus 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
THE BASTI RAM CO OPRETIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED
THE S D COOPERATIVE LABOUR & CONSTRUCTION SOCIETY LIMITED
The Sat Sahib Coop L C Society Ltd.
The Hanuman Ji Co-op Labour and Construction Society Ltd. Tandaheri
The Baba Narender Nath Coop L&C Society Ltd.
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