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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.7 LAdmitted-Finance | -28.82% | ₹5.7 L | L1 | Admitted-Finance |
| 2 | L2₹6.2 L+₹50,507.01 (8.86%)Admitted-Finance | -22.51% | ₹6.2 L+₹50,507.01 (8.86%) | L2 | Admitted-Finance |
| 3 | L3₹6.8 L+₹1.1 L (19.4%)Admitted-Finance | -15.00% | ₹6.8 L+₹1.1 L (19.4%) | L3 | Admitted-Finance |
| 4 | L4₹7.1 L+₹1.4 L (24.3%)Admitted-Finance | -11.51% | ₹7.1 L+₹1.4 L (24.3%) | L4 | Admitted-Finance |
| 5 | L5₹7.8 L+₹2.1 L (36.3%)Admitted-Finance | -3.00% | ₹7.8 L+₹2.1 L (36.3%) | L5 | Admitted-Finance |
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
23 Aug 2026, 6:00 pmClosed
EE PWD DIV. AKLERA
EE PWD DIV. AKLERA
Construction of a drain at Km 5/200 between Manoharthana and Todra Road.
2026_CEPWD_588375_3
EE PWD DIV. AKLERA NITNO-09/2026-27
Open Tender
Civil Works
Percentage
90 days
JHALAWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD DIV. AKLERA
₹16,000
Yes
1 Sept 2026
14 Aug 2026
25 Aug 2026
14 Aug 2026
23 Aug 2026
14 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 | Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth | - | Cum | - | - |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 | - | Cum | - | - |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 | - | Cum | - | - |
| 4 | Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 | 1 | Tonne | - | - |
| 5 | Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications. for drain Opeining Size 451 to 600 mm Stone Patty drain cover size 1000mm x 600mm x 100mm | - | P.Sqm. | - | - |
| 6 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material | - | Cum | - | - |
| 7 | Add GST (18%) on Total Costruction Cost | - | Total | - | - |
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