Panchayat Raj Engineering Department Tender
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The Panchayat Raj Engineering Department has issued a formal invitation for competitive bids for C/o Cc Roads And Drains In Sc Localities In Marripalli (v) Of Vemulwada Rural (m) (9.00l) Reserved For Sc Socities/ Individuals As Per Go Ms.no.29 Dated 26.05.2017 And Go.ms No.59 Dated 21.05.2018 in Rajanna Sircilla, Telangana, with an estimated contract value of Rs. 6,92,421. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 12-06-2025. Interested bidders for Panchayat Raj Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Panchayat Raj Engineering Department Tender
Civil And Construction
Road Construction
Opening Date27 May 2025
Closing Soon12 Jun 2025
Tender Amount₹ 6,92,421
Costs
EMD
₹ 6,924Document Cost
Refer DocumentsTender Fee
₹ 2,000
Description
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Contact
Tender Id
600091Tender No
40/DPRE/RS/Tenders/2025-26 Dated: 12.05.2025Tender Authority
Panchayat Raj Engineering Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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BOQ Items
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Works;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.
27
128
3462.21
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Works;Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.
16.56
5927
98166.19
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Works;Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H (Table 400-1 & 400-2) including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix-in-place method with rotavator / approved means at OMC and compacting with vibratory roller to achieve CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc
36.19
2198
79552.5
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Works;Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means up to SDR 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 soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tones Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)
37.6
272
10233.59
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Works;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.
9
5808
52272.63
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Works;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consolidation with 8 to 10 Tones Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)
35.25
377
13294.18
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