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Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
15 Oct 2026, 6:00 pmClosed
ENC,PR,PMGSY, Vijayawada
O/o Engineer-in-Chief, PR,PMGSY, ZP compound, opp.PWD grounds, Bandar Road, Vijayawada
Road from Takkellapadu - Korrapau in Phirangipuram Mandal of Tadikonda Constituency in Guntur District.. Estimate Cost Rs.230.00Lakhs Mte. Cost.Rs.10.35Lakhs
2026_ENCPR_149730_1
NIT No.189/2026-27, Dt.11.09.2026 of the Engineer-in-Chief, PR, PMGSY, Vijayawada
Open Tender
Civil Works - Roads
Lump-sum
120 days
Garudachalapalem
Please refer tender documents
2 documents required · 2 mandatory
₹0
₹3.4 L
O/o Superintending Engineer, PR, Circle Guntur
1 Oct 2026
1 Oct 2026
19 Oct 2026
1 Oct 2026
15 Oct 2026
1 Oct 2026
1 Oct 2026 - 15 Oct 2026
7 Oct 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 |
|---|---|---|---|---|---|
| 1Road Portion | |||||
| 1.01 | 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 / MORTH including overhead and contractor profit but excluding GST. | 6,600 | Sqm | 2.7 | ₹17,820 |
| 1.02 | Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting with Vibratory Roller to achieve the desired density as per Technical Specification Clause 301.4. MORD ,including contractors profit & Over head charges, but excluding GST etc., complete.. | 8,931 | Sqm | 37.8 | ₹3,37,591.8 |
| 1.03 | 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. | 1,915.2 | Cum | 102.9 | ₹1,97,074.08 |
| 1.04 | Forming embankment with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m. (Payment will be made based on level for finished item of work). including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete. with 5.00 Km lead | 2,520 | Cum | 277.4 | ₹6,99,048 |
| 1.05 | Construction of granular sub-base by providing well graded material(Table 400.1-A) 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 rotavator 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, but excluding GST and seigniorage etc., complete. | 97 | Cum | 1,665.4 | ₹1,61,543.8 |
| 1.06 | 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, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | 974 | Cum | 2,493.1 | ₹24,28,279.4 |
| 1.07 | Providing and applying prime 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 | 5,149 | Sqm | 69.8 | ₹3,59,400.2 |
| 1.08 | Providing and laying Bituminous Macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | 258 | Cum | 11,029.7 | ₹28,45,662.6 |
| 1.09 | 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 | 5,149 | Sqm | 23.2 | ₹1,19,456.8 |
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