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Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
3 Sept 2026, 5:00 pm6d left
The Engineer-in-Chief, PR PMGSY, Vijayawada.
The Engineer-in-Chief, PR PMGSY, Z.P.P. Compound, Opp. PWD Grounds, Bandar Road, Vijayawada.
Package No.AP20PIVM01, L023-18 by 2 Andra R and B Road to Chakivalasa via Lakshmipuram in Mentada Mandal of Vizianagaram Dist. Est. Cost. Rs. 174.00 Lakhs and Rs. 13.20 Lakhs for Routine Maintenance.
2026_ENCPR_149274_1
NIT No.143/2026-27, Dt.07.08.2026 of the Engineer-in-Chief, PR, PMGSY, Vijayawada.
National Competitive Bid
Civil Works - Roads
Percentage
365 days
Mentada Mandal of Vizianagaram District.
As per Bid Document
3 documents required · 3 mandatory
₹0
₹2.6 L
O/o the SE PR Circle Z.P.P. Compound,Vizianagaram.
20 Aug 2026
20 Aug 2026
5 Sept 2026
20 Aug 2026
3 Sept 2026
20 Aug 2026
20 Aug 2026 - 3 Sept 2026
27 Aug 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 | Road Portion | - | - | - | - |
| 2 | 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. | 2,856 | Sqm | 2.55 | ₹7,282.8 |
| 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, but excluding GST and Seigniorage charges etc., complete.., complete. | 4,500 | Cum | 234 | ₹10,53,000 |
| 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 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. | 673.96 | Cum | 2,100 | ₹14,15,316 |
| 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 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | 479.81 | Cum | 390 | ₹1,87,125.9 |
| 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, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | 501.2 | Cum | 3,160 | ₹15,83,792 |
| 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 and seigniorage etc., complete for Prime Coat | 2,997.75 | Sqm | 45.7 | ₹1,36,997.18 |
| 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 and seigniorage etc., complete for Tack Coat | 2,997.75 | Sqm | 15.4 | ₹46,165.35 |
| 9 | Providing and laying Open Graded Premix Carpet (OGPC) surfacing material of 20 mm thick composed of 13.20 mm to 5.60 mm size machine crushed hard blasted granite chips (Table 500.13 of MORD) using bitumen of VG 30 grade at the rate of 14.60 kgs per 10 sqm area of road surface over tack coat to required line, level, grade to serve as wearing course on previously prepared base including mixing in a Mixer of 6 to 10 T capacity,trasporting the mixer to point of use and rolloing with three wheeled 8-10 Tonnes capacity power roller and finishing to required level and grades including cost, conveyance, leads and lifts of all materials from approved sources, labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specifications clause 506 of MORD'2014. including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for OGPC | 2,997.75 | Sqm | 193 | ₹5,78,565.75 |
| 10 | Providing and laying bituminous premixed seal coat (Type C) comprising of stone chipping of grading as defined in table 500.12 of MORD with Crushed stone chips of 6.7 mm size 100% passing through 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be premixed by mechanical means .with the bitumunous binder using 6.50 kgs of bitumen VG 30 grade for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to required level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 508 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for seal coat.By Mechanical Means | 2,997.75 | Sqm | 62 | ₹1,85,860.5 |
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SBD_AP20PIVM01.pdf
Tender Documents • 1.69 MB
BOQ_234862.xls
BOQ • 0.41 MB
Schedule_Chakivalasa.xls
Additional Documents • 5.94 MB
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