Rural Engineering Department Tender
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The Rural Engineering Department has issued a formal invitation for competitive bids for Under District Sultanpur, Construction Of Road From Block Akhandnagar Purvanchal Expressway Service Lane Towards Sahagia Via Vivek Tiwari Chak, Lot No 7 in Sultanpur, Uttar Pradesh, with an estimated contract value of Rs. 58,49,000. The bid opening date for this tender is 16-05-2025 and the last date for bid submission is 30-05-2025. Interested bidders for Rural Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 May 2025
Closing Date30 May 2025
Tender Amount₹ 58,49,000
Costs
EMD
₹ 1,17,000Document Cost
₹ 2,354Tender Fee
Refer Documents
Summary
Under District Sultanpur, Construction Of Road From Block Akhandnagar Purvanchal Expressway Service Lane Towards Sahagia Via Vivek Tiwari Chak, Lot No 7
Description
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Contact
Tender Id
2025_REDUP_1039606_7Tender No
73/SE RED AYODHYA/SULTANPUR/25-26 Dt 08/04/2025Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401
247.088
3329
822741.2679999999
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Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. G-II
284.282
3984
1132718.7861799998
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Providing laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm gauge to water bound macadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber applying and brooming stone screening binding material to fill up the intertices of the coarse aggregates watering and compacting to the required density grading-3 as per technical specification class 405. WBM GR-III
276.75
4169
1153845.4725000001
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base incuding cleaing of road surface and spraying primer using emulsion distributer at the rate of 0.70 to 0.10kg per sqm usnig mechanical means as per technical specificationclause 502.
3690
40
147600
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Brick edging on both side of road with S.O.B. Brick 8 cm wide and 12 cm deep laid with mud mortor all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour T&P sundries required for proper completion of the work. SI No. 765 SOR 2022
0.9
77727
69954.39000000001
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Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributer at the rate of 0.25 to 0.30kg per sqm on prepared surface of granular surface treated with primer and cleaned with haudraulic broom as per technical specificationclause 503.
3690
16
59261.399999999994
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Providing & Laying and Rolling open graded premix carpet of 20 mm thick, composed of 13.2 mm & 5.6 mm size aggregate using VG-10 grade bitumen to required line,grade,& level to serve as wearing course on a previously prepaired base i/c mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 KN static roller Capacity, Finished to required level & grade to be followed by seal coat to either type A or Type B or Type C as per technical specification clause 508
3690
209
771579
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Providing&Laying seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using type-C as per technical specification clause 510
3690
73
272026.8
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S/F of ordinary k.m stone as per drawing and technical specification.(mord)
2
2950
5901.4
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S/F of hectometer stone as per drawing and technical specification.(mord)
4
762
3048.76
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