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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Finance | -33.12% | ₹8.3 L | L1 | Admitted-Finance |
| 2 | L2₹9.3 LAdmitted-Finance | -25.21% | ₹9.3 L | L2 | Admitted-Finance |
| 3 | L3₹9.4 LAdmitted-Finance | -24.52% | ₹9.4 L | L3 | Admitted-Finance |
| 4 | L4₹9.7 LAdmitted-Finance | -21.87% | ₹9.7 L | L4 | Admitted-Finance |
| 5 | L5₹9.7 LAdmitted-Finance | -21.86% | ₹9.7 L | L5 | Admitted-Finance |
Tender Value
₹14.6 L
EMD Value
₹29,260
Closing Date
20 Jun 2026, 6:00 pmClosed
EE PWD Dn Deeg
EE PWD Dn Deeg
Pipe culvert on Awar Mahagya Road at km 2/00
2026_CEPWD_567327_1
NIT No. 05/2026-27 (10) PWD Dn Deeg
Open Tender
Civil Works
60 days
Deeg
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
As Per NIT Doc
₹29,260
Yes
25 Jun 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
20 Jun 2026
12 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 | Part - A Civil Work | - | - | - | - |
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. By Mechanical Means Cement Concrete | - | Cum | 252 | - | |
Dismantling of flexible pavement and disposal of dismentaled material up to a lead of 100m, stacking servicable material and unservicable material seprately as per morth specification clause 202 bitumens courses and granular courses | 1 | Cum | 69 | ₹68.93 | |
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 | 137 | - | |
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 15. Nominal mix 1:2.5:5 | - | Cum | 2,809 | - | |
Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.. Random rubble masonry . In 1:4 cement mortar | - | Cum | 2,555 | - | |
Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Random rubble masonary in 1:4 cement mortar | - | cum | 2,807 | - | |
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. Granular Sub-Base with Close Graded Material (Table:- 400-1). Plant Mix Method | - | Cum | 773 | - | |
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 | - | Sqm | 70 | - | |
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate. By Mechanical Means | - | Cum | 1,002 | - |
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