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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-Finance 1 SADHANA SOCIETY DEV BAUG DEVBAUG BHAVNAGAR GUJARAT 364001 UDYAM GJ 05 0006749 24AACFK2418A1Z4 B R MSME STATUS AS VERIFIED | BHAVNAGAR | GUJARAT | 364001 | ₹1.0 Cr | L1 | Accepted-Finance Accepted this is L1 |
| 2 | L2₹1.1 CrRejected-Finance 01 MAIN REOAD OJHARA KASRAWAD DISTT KHARGONE MP 451228 | KHARGONE | MADHYA PRADESH | 451228 | ₹1.1 Cr | L2 | Rejected-Finance Rejected being higher rate |
| 3 | L3₹1.2 CrRejected-Finance GRAM SIJWAHI MAUDAHA HAMIRPUR U P | HAMIRPUR | UTTAR PRADESH | 210301 | ₹1.2 Cr | L3 | Rejected-Finance Rejected being higher rate |
| 4 | L4₹1.4 CrRejected-Finance | ₹1.4 Cr | L4 | Rejected-Finance Rejected being higher rate |
| 5 | L5₹1.4 CrRejected-Finance 1 TAHSIL ROAD MAUDAHA RAGAUL HAMIRPUR | ₹1.4 Cr | L5 | Rejected-Finance Rejected being higher rate |
Tender Value
₹1.5 Cr
EMD Value
₹9.3 L
Closing Date
23 May 2026, 12:00 pmClosed
S.E., Hamirpur Circle, PWD Hamirpur
S.E., Hamirpur Circle, PWD Hamirpur
New Construction work of Biharka to Bhaismari Road Under BVN Yojana
2026_CEBAN_1149477_3
819/30C-Hamirpur Circle/2026 Date 16.04.2026
Open Tender
Civil Works - Roads
270 days
PD PWD Hamirpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
₹9.3 L
S.E., Hamirpur Circle, PWD Hamirpur
27 May 2026
18 May 2026
23 May 2026
18 May 2026
23 May 2026
18 May 2026
20 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 | 6,350 | Cum | 85 | ₹5,39,750 | 1 |
| 2 | Construction of subgrade with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete. | 7,403 | Cum | 330 | ₹24,42,990 | 2 |
| 3 | Construction of Granular sub base by providing well graded material, spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with 2% Cement (OPC) with rotavator at OMC and compacting with smooth wheel roller to achive the desired density complete as per clause 401. | 1,088 | Cum | 2,500 | ₹27,20,000 | 3 |
| 4 | Providing , laying, spreading material on a prepared sub grade adding cement @ 4% by weight of the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achive the desired unconfined strength and to form a layer of sub base. | 1,417 | Cum | 3,100 | ₹43,92,700 | 4 |
| 5 | Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.35 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 10,125 | Sqm | 18 | ₹1,82,250 | 5 |
| 6 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . Technical sepecification Claues 508 | 10,125 | Sqm | 155 | ₹15,69,375 | 6 |
| 7 | Providing and laying seal coat by manual means with VG-10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C As per Technical Specification Clause 510 | 10,125 | Sqm | 55 | ₹5,56,875 | 7 |
| 8 | Construction of sub grade and earthen shoulders with approved materials obtained from boorrow pits with all lifts & leads, transporting to site, spreading, grading to required slop and compacted to meet requirement of table No. 300-2 with lead upto 1000 m as per technical Specification Clause 303.1. in Patri (Carted earth) | 2,997 | Cum | 75 | ₹2,24,775 | 8 |
| 9 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 179 | cum | 380 | ₹68,020 | 9 |
| 10 | Sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 | 14.2 | cum | 1,960 | ₹27,832 | 10 |
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