Loading…
Loading…
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
10 Jun 2026, 5:00 pm6d left
Superintending Engineer
OFFICE OF THE SUPERINTENDING ENGINEER, PR CIRCLE, Z.P.COMPOUND, VISAKHAPATNAM
Package No AP26PVTLSB008 Construction of High Level Bridge on road from Landulu to Bongujangi at 1 by 685 Km Pedabayalu Mandal of ASR District Est.Cost Rs.442.33 Lakhs Rt Mtc. Rs.11.06Lakhs 3rd call
2026_ENCPR_148144_1
21/2026-27 /PMGSY-PM JANMAN Batch-I (2025-26) Bridges /, Dt.27.05.2026 of the SE,PR,VSP (3rd call )
Open Tender
Civil - Roads and Bridges
365 days
Pedabayalu
As per SBD
3 documents required · 3 mandatory
₹0
₹5.2 L
OFFICE OF THE SUPERINTENDING ENGINEER, PR CIRCLE,V
3 Jun 2026
3 Jun 2026
15 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
3 Jun 2026 - 10 Jun 2026
6 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 | Package NoAP26PVTLSB008-Construction of High Level Bridge on road from Landulu to Bongujangi at 1/685 Km Pedabayalu Mandal of ASR District | - | - | - | - |
Approach Portion | - | - | - | - | |
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, excluding seigneorage charges and GST etc., complete. | 750 | Sqm | 2.5 | ₹1,875 | |
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. | 6,915.56 | Cum | 232 | ₹16,04,409.92 | |
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. | 150 | Cum | 4,250 | ₹6,37,500 | |
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. | 70.5 | Cum | 472 | ₹33,276 | |
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 | 141 | Cum | 5,520 | ₹7,78,320 | |
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 | 937.5 | Sqm | 46.8 | ₹43,875 | |
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 | 937.5 | Sqm | 15.7 | ₹14,718.75 | |
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 | 937.5 | Sqm | 267 | ₹2,50,312.5 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 5.16 MB
Tendernotice_2.pdf
PDF • 1.39 MB
21SBD.pdf
Tender Documents • 1.06 MB
BOQ_231716.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid