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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | ₹8.1 L | L1 | Accepted-AOC Lowest Rate |
| 2 | L2₹8.2 LRejected-AOC GALI NO 1 VILLAGE BAGTHALA TEHSIL BAWAL DISTT REWARI 123501 | BAWAL | REWARI | HARYANA | 123501 | ₹8.2 L | L2 | Rejected-AOC Highest Rate |
| 3 | L3₹8.3 LRejected-AOC 3491 FAUJI BAKERY BASIS ROAD DAYARAM NAGAR 123106 | REWARI | HARYANA | 123106 | ₹8.3 L | L3 | Rejected-AOC Highest Rate |
| 4 | Not Admitted-Fee/PreQual/Technical MUNICIPAL COMMITTEE DHARUHERA | BHIWANI | HARYANA | 127021 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.4 L
EMD Value
₹14,840
Closing Date
27 Feb 2026, 4:00 pmClosed
SATYA PRAKASH
Municipal Committee Dharuhera
Completion of Balance work of Providing and Laying interlocking paver block on both side internal of road/ green Belt (Bestech bye pass) Sector 6, Part-II, W No. 2 in MC Dharuhera.
2026_HRY_504140_1
20267C21513B CE34 414D A078 147AEC098C2C332ULB
Open Tender
Civil Works
30 days
Dharuhera
Completion of Balance work of Providing and Laying interlocking paver block on both side internal of road/ green Belt (Bestech bye pass) Sector 6, Part-II, W No. 2 in MC Dharuhera.
2 documents required · 2 mandatory
₹1,000
₹14,840
Yes
13 Apr 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
[17.10.1]Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metres. 1. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications. [Through Rate]
[17.15.3]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 3. Grading III material [Through Rate]
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
[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. [Through Rate]
[6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
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