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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹25.2 LAdmitted-Finance | -23.91% | ₹25.2 L | L1 | Admitted-Finance |
| 2 | L2₹27.2 LAdmitted-Finance | -17.76% | ₹27.2 L | L2 | Admitted-Finance |
| 3 | L3₹27.8 LAdmitted-Finance | -16.05% | ₹27.8 L | L3 | Admitted-Finance |
| 4 | L4₹28.8 LAdmitted-Finance | -12.85% | ₹28.8 L | L4 | Admitted-Finance |
| 5 | L5₹29.9 LAdmitted-Finance | -9.51% | ₹29.9 L | L5 | Admitted-Finance |
Tender Value
₹39.0 L
EMD Value
₹78,040
Closing Date
24 Jun 2026, 6:00 pmClosed
Executive Engineer, PWD Dn. Aligarh
Executive Engineer, PWD Dn. Aligarh
Construction of CD Work on Sop to Pachala Road
2026_CEPWD_567686_5
NIT 07/2026-27 PWD DN. ALIGARH
Open Tender
Civil Works
60 days
Aligarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through online EGras Challan Office ID 23028
₹78,040
Yes
1 Jul 2026
15 Jun 2026
25 Jun 2026
15 Jun 2026
24 Jun 2026
15 Jun 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 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | 225 | P.Cum | 44 | ₹9,900 |
| 2 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge | 225 | P.Cum | 109.05 | ₹24,536.25 |
| 3 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per MoRTH Specification Clause 202. Above 900 mm dia Hume pipe | 7.5 | P.Rmt | 192 | ₹1,440 |
| 4 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre | 460.44 | P.Cum. | 161 | ₹74,130.84 |
| 5 | 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 | 57.78 | P.Cum | 2,584 | ₹1,49,303.52 |
| 6 | 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 | 321.56 | P.Cum | 2,958 | ₹9,51,174.48 |
| 7 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 1.50 M x 1.50 M | 30 | P.Rmt | 18,970 | ₹5,69,100 |
| 8 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 1.0 M x 1.0 M | 30 | P.Rmt | 9,973 | ₹2,99,190 |
| 9 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material | 255.08 | p.cum | 773 | ₹1,97,172.97 |
| 10 | Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 | 47.2 | P.Rmt | 186 | ₹8,779.2 |
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