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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | +9.80% | ₹2.7 Cr | L1 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹4.8 L
Closing Date
30 Apr 2026, 6:00 pmClosed
Superintending Engineer, PR Circle, Kakinada
Office of Superintending Engineer, PR , narasimha road, jagannaickpur,Kakinada
Package No AP26PVTLSB026-Construction of LSB across Yeluru vagu on Road from Papampeta to Pinjarakonda at 3 by 500 of Addateegala Mandal in ASR District. Est.Rs.496.10 lakhs and mtc.Rs.31.80 lakhs in 2nd call
2026_ENCPR_147285_1
NIT06/DB/PMJANMAN Batch 1/2025-26 Dt.04.04.2026 of SE PR KKD
Open Tender
Civil Works - Bridge Construction
365 days
Addateegala
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹4.8 L
Office of Superintending Engineer, PR , Kakinada
23 May 2026
16 Apr 2026
4 May 2026
16 Apr 2026
30 Apr 2026
16 Apr 2026
16 Apr 2026 - 30 Apr 2026
23 Apr 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 | Package.No AP26PVTLSB026-Construction of LSB across Yeluru Vagu on R/F Papampeta to Pinjarikonda at 3/500 of Addatheegala Mandal in ASR District Est Cost Rs.496.10 lakhs + Rs31.80 lakhs routine Mtc | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Approach Portion | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, excluding seigneorage charges and GST etc. complete. | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | Construction of granular sub-base by providing well graded material(Table 400.1) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rota or at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, excluding seigneorage charges and GST etc. complete. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery including contractors profit & Over head charges, excluding seigneorage charges and GST etc. complete. | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including contractors profit & Over head charges, excluding seigneorage charges and GST etc., complete | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | Road Furniture | - | - | - | - | BI01010001010000000000000515BI0100001121 |
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