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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | -4.59% | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 CrAdmitted-Finance | +9.18% | ₹2.6 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Technically Not Qualified |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
5 May 2026, 5:00 pmClosed
Superintending Engineer
OFFICE OF THE SUPERINTENDING ENGINEER, PR CIRCLE, Z.P.COMPOUND, VISAKHAPATNAM
Package.No.AP26PVT026 L043 Road from Nittamamidi PR road to Boddumamidi via Jodumamidi in G Madugula M in ASR District Est.Cost Rs 375.00 Lakhs Rs 24.39 Lakhs for Routine Maintenance
2026_ENCPR_147311_1
Nit No.02/2026-27 /PMGSY-PM JANMAN Batch-I (2025-26)/, Dt.10.04.2026 of the SE,PR,VSP (2nd call )
Open Tender
Civil Works - Roads
365 days
Jodumamidi in G Madugula (M)
AS PER SBD
3 documents required · 3 mandatory
₹0
₹4.8 L
OFFICE OF THE SUPERINTENDING ENGINEER, PR CIRCLE,
21 May 2026
20 Apr 2026
8 May 2026
20 Apr 2026
5 May 2026
20 Apr 2026
20 Apr 2026 - 5 May 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 |
|---|---|---|---|---|---|
| 1 | Package.No.AP26PVT026-L043-Road from Nittamamidi PR road to Boddumamidi via Jodumamidi in G.Madugula (M) in ASR District, Est.Cost:Rs.375.00 Lakhs | - | - | - | - |
Road Part | - | - | - | - | |
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete. | - | Sqm | - | - | |
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, but excluding GST and Seigniorage charges etc., complete.., complete. | - | Cum | - | - | |
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | - | Cum | - | - | |
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH | - | Cum | - | - | |
Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the smooth wheel road roller / Vibratory Roller 80-100 kN at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404 MORD.including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Cement Treated Soil Sub-Base course . | - | Cum | - | - | |
Construction of Cement treated Granular Base by providing, laying and spreading crushed rock materials ( as per table 400.4 of MoRTH i.e.., using crushed stone materials of 37.5 to 9.50mm @ 32.50%, 9.50 to 4.75mm @5% and 4.75mm to 75 microns @62.50% ) on a prepared sub base by adding 5.5 per cent quantity of cement by weight ( i.e.., at 110 Kgs/Cum of finished qty of item, the mix shall be designed for a minimum laboratory test for 7 days unconfined compressive strength and not less than 3.00 MPa (30 Kg/cm2) ) for base course and mixing in place with rotavator, grading with the tractor grader and compacting with the vibratory roller 8-10 Tonnes capacity at OMC to achieve the desired unconfined compressive strengthand to form a layer of Base, as per MORTH specification 403, including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.as per clause 403.2 and Table 400.4 for Cement Treated crushed rock base | - | Cum | - | - | |
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 | - | - | |
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 | - | - |
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