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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAccepted-AOC WARD NO 12 GUDHA INDRI WARD NO 12 GUDHA INDRI 132041 | KARNAL | HARYANA | 132041 | ₹35.2 L | L1 | Accepted-AOC as per LOA attached |
| 2 | L2₹40.7 L+₹5.6 L (15.8%)Rejected-Finance KAITHALI GATE WORD NO 8 PUNDR1 RURAL 26 KAITHAL PUNDR1 HARYANA 136026 | KAITHAL | KAITHAL | HARYANA | 136026 | ₹40.7 L+₹5.6 L (15.8%) | L2 | Rejected-Finance L-2 Agency |
Tender Value
₹38.1 L
EMD Value
₹90,000
Closing Date
5 Aug 2026, 5:00 pmClosed
Manjeet Singh Rathee
Municipal Committee Nilokheri
Construction of RCC Nala from Polytechnic Chowk to Poultry Chowk and along with Haryana Dairy and Veterinary Hospital in Ward No. 05 and 07, M.C. Nilokheri.
2026_HRY_537213_1
202632251376 F16B 47B5 A306 F6C098A4BADA311ULB
Open Tender
Civil Works
Works
120 days
Nilokheri
2 documents required · 2 mandatory
₹5,000
₹90,000
Yes
2 Sept 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | - | cum | 1,863 | - |
| 2 | [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 [Through Rate] | - | Kg. | 83 | - |
| 3 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing 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 technical clause 401 of MORT&H technical specifications [Through Rate] | - | cum | 1,094 | - |
| 4 | [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] | - | Sqm | 655 | - |
| 5 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] | - | Sqm | 26 | - |
| 6 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] | - | Sqm | 66 | - |
| 7 | [2.B0037] B0037. Fine sand (zone IV) [Rate] | - | cum | 536 | - |
| 8 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [3km] | - | cum | 54 | - |
| 9 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [3km] | - | cum | 68 | - |
| 10 | [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] | - | cum | 78 | - |
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