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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.8 LAdmitted-Finance NA | NA | NA | 121004 | -25.95% | ₹14.8 L | L1 | Admitted-Finance |
| 2 | L2₹15.5 L+₹76,742.29 (5.20%)Admitted-Finance SHIVAM COMPLEX RATIA ROAD TOHANA 125120 | FATEHABAD | HARYANA | 125120 | -22.10% | ₹15.5 L+₹76,742.29 (5.20%) | L2 | Admitted-Finance |
| 3 | L3₹16.7 L+₹2.0 L (13.4%)Admitted-Finance | -16.00% | ₹16.7 L+₹2.0 L (13.4%) | L3 | Admitted-Finance |
Tender Value
₹19.9 L
EMD Value
₹39,850
Closing Date
17 Aug 2026, 2:00 pmClosed
Pankaj Kumar
Municipal Committee Jakhal Mandi
Const of CC street from dharma barsati to Kushal kant jain in ward 6 MC jakhal
2026_HRY_539353_1
2026EFE6CCAA 1F83 4B2F 8B7F 33D84C9DC8D9488ULB
Open Tender
Civil Works
Works
180 days
Jakhal
Retender
2 documents required · 2 mandatory
₹1,000
₹39,850
Yes
7 Sept 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
7 Aug 2026 - 9 Aug 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 | - | - |
| 2 | [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] | 1 | Sqm | - | - |
| 3 | [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 | - | - |
| 4 | [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] | 1 | Sqm | - | - |
| 5 | [21.84.1]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 1. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping [Through Rate] | - | Each | - | - |
| 6 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] | - | Each | - | - |
| 7 | [3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate] | - | cum | - | - |
| 8 | [5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate] | 1 | cum | - | - |
| 9 | [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] | 0.2 | cum | - | - |
| 10 | [9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter [Through Rate] | - | Metre | - | - |
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