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Tender Value
₹21.6 L
EMD Value
₹21,598
Closing Date
23 Sept 2026, 5:00 pm
RAJAM NAGAR PANCHAYAT
Rajam
Construction of (a) 300 mm Vent CC Drain from Gangamma temple to Ungati Ramana House at Kothavalasa 2nd lane (b) 450 mm Vent CC Drain from Gidijala Suresh House to Satyavarapu Ramulu House at Kothavalasa 2nd lane sub road (c) 450 mm Vent CC Drain on both sides from Batna Venkataramana house to Ungati Narasimhulu House at Kothavalasa 2nd lane part (d) 300 mm Vent CC Drain from Ungati Narasimhulu house to Moyyila Balakrishna house at Kothavalasa 4th lane (e) 450mm Vent CC Drain from Dairy Farm to Seetamma Kallam of BC colony (f) 300 mm Vent CC Drain on both sides from Ravi Sharma house to Moyila Narasimhulu house of BC colony 1st lane (g) 300 mm Vent CC Drain on both sides from Ungati Narasimhanaidu house to Dairy Farm of BC colony 3rd lane (h) 300mm Vent CC Drain on both sides from Baggu Ramanamma house to Nakka Shankar Rao house (i) 300mm Vent CC Drain on both sides from Batna Adhilakshmi House to Moyila Satyanarayana house of BC colony 4th lane (j) 300mm Vent CC Drain on both sides fr
984453
44/2026-27/E1-RMP
OPEN - NCB
Civil Engineering Works
VIZIANAGARAM, ANDHRA PRADESH
3 documents required · 3 mandatory
₹765
₹21,598
5 Sept 2026
5 Sept 2026
5 Sept 2026
Earthwork in excavation for road as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and base filling in trenches with excavated suitable material as per Tech. Specification 305 MORD, 304 MORTH. This rate including cost of all labour charges and other incidental charges etc., complete as per SS and as directed by the departmental officer incharge of work. RBR - EECD - 5 / i (Manual Means)
Collection, supply, spreading of crusher stone dust and rolling with hand roller, watering, consolidated charges, all labour charges, spreading charges etc., complete as per SS and as Directed by Departmental officer incharge of the work for road base. BLD - CSTN-2-8
Vibrated Plain Cement Concrete M20 grade (1:2:4) nominal mix for plain concrete in open foundations using 20 mm graded size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4-A-V-(i) (WITH & WITH OUT FORM WORK)Drain Bed-With out Form Work
Drain Side Walls-With Form Work
Removal of Wet Silt and sludge by manual means from sullage drains with aid of baskets and vessels.
Cutting open CC road surface including all labour chrages and othere incidental charges as per SS and as directed by the departmental engineer in charge of the work.
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH BRICK MASONRY WITH CEMENT MORTOR
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH Plain Cement Concrete
Earthwork in excavation for road as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and base filling in trenches with excavated suitable material as per Tech. Specification 305 MORD, 304 MORTH. This rate including cost of all labour charges and other incidental charges etc., complete as per SS and as directed by the departmental officer incharge of work. RBR - EECD - 5 / i (Manual Means)
Collection, supply, spreading of crusher stone dust and rolling with hand roller, watering, consolidated charges, all labour charges, spreading charges etc., complete as per SS and as Directed by Departmental officer incharge of the work for road base. BLD - CSTN-2-8
Vibrated Plain Cement Concrete (1:2:4) nominal mix for plain concrete in open foundations using 20 mm graded size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4-A-V-(i) (WITH & WITH OUT FORM WORK)-BED-WITH OUT FORM WORK
Vibrated Plain Cement Concrete (1:2:4) nominal mix for plain concrete in open foundations using 20 mm graded size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4-A-V-(i) (WITH & WITH OUT FORM WORK)-SIDE WALLS-WITH FORM WORK
Vibrated Plain Cement Concrete (1:2:4) nominal mix for plain concrete in open foundations using 20 mm graded size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4-A-V-(i) (WITH & WITH OUT FORM WORK)-QUENET-WITH OUT FORM WORK
Vibrated reinforced cement concrete M 30 using 20 mm graded HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. RBR - FNDN 4 / g for COVER SLABS
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded - BLD - CSTN - 2 / 19.
Vibrated P.C.C. grade M 30 (Design Mix) MORTH 12.8 B using 20 mm graded stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. and as directed by the depermental engineers in charge. RBR-FNDN-4G-F-i-Road Approaches
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