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Tender Value
₹37.2 L
EMD Value
₹37,224
Closing Date
17 Jun 2026, 2:30 pm7d left
Executive Engineer R and B division Sathupally
o/o Executive Engineer R and B division beside court main road Sathupally
FDR to Link road connecting Chinnakorikondi to Vutukuru road and Chinnakorikondito Arlapadu road in Chinnakorikondi village, Khammam District. (Towards Chinnakorikondi to Vutukuru Road side)
706671
NIT No.02/2/TS/TO/EE/R&B/SPL/2026-27/ Date:05.06.2026
OPEN
Road Work
KHAMMAM
8 documents required · 7 mandatory · 1 optional
₹1,318
₹37,224
9 Jun 2026
9 Jun 2026
9 Jun 2026
Construction of Subgrade and earthen shoulders with approved material of gravelly soils obtained from outside of boundary with a lead of 5km and having CBR ≥12%, MDD of 18 KN/ cum, PI value <12% obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacted , removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil , spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes 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 (5th Revision) (excluding seigiorage charges and GST)
Construction of Granular sub-base by providing HBG material confirming to Grading - V/VI of MoRT&H Table 400-1 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 the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. (excluding seigiorage charges and GST) .
Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate conforming to table 1000-1 and fine aggregate 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 foundation (excluding GST and Seignorage charges)
Vibrated cement concrete M 35 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) 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 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.
Providing, laying Reinforced cement concrete Hume pipes of 600 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.(excluding GST)
Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.
Groove cutting of 2-4mm for 1/3rd depth of concrete slab using concrete groove cutting slab using concrete groove cutting machine with daimond studded saw with 24 hours of casting of CC pavement
Construction of earthen shoulders with selective soils obtained from Borrowed area with extra lead of 10 kms ,with MDD of 17.5Kn/Cum from approved sources,grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @OMC to meet requirement of MoRT&H ,including all hire and operational charges of T&P and seiniorage charges ,complete for finished item of work as per MoRT&H specification 305 (5th revision)
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