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Tender Value
₹4.7 L
EMD Value
₹4,667
Closing Date
6 Oct 2026, 5:00 pm6d left
THE COMMISSIONER MAHABUBABAD MUNICIPALITY
MAHABUBABAD
Demolition of Compound Wall and Removal of Open Well at Chevula Prabhakar land by i) Construction of Compound Wall, ii) Drilling of Bore Well (Except Motor and Other materials) at Railway Gate in Ward No.36 in Mahabubabad Municipality. (Reserved for ST)
738415
E1/MHBD/MPLTY/EPROC-14/2026-27, Dated:30-09-2026
OPEN
Civil Engineering Works
MAHABUBABAD, TELANGANA
9 documents required · 9 mandatory
₹166
₹4,667
29 Sept 2026
29 Sept 2026
30 Sept 2026
RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone 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 - Rubble Stone Masonry in Cement Mortar
RBR-STCL-5 : 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
Carting away the surplus excavated earth from work site with minimum lead of 5 km beyond initial lead including loading, unloading and conveyance etc. complete.
Earthwork excavation and depositting on bank with an initial lead of 10.00Mts and lift of 2.00Mts in loamy, Clayey soils, etc. complete for finished item of work. Mechanical means upto 3.0mts depth
Laying of V.C.C. (1:4:8) using 40 mm m/c metal and OPC,coarse and fine aggregate with concrete mixture. All work upto plinth level including cost & conveyance of all materials, labour charges, machine mixing, centering, laying in position, curing etc., complete
Supply and palcing of the M - 20 Design Mix concrete corresponding to IS 456 using WEIGH BATECHER / MIXER with 20 MM size graded machine crushed hard granite metal (coarse aggregate ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing , laying concrete, curing etc., complete but excluding scost of steel and its fabricaton charges for finished item of work (APSS No. 402) with minimum cement content as per IS code
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.
Construction of RR Masonary in CM (1:8) prop including cost and conveyance of all materials and labour charges etc complete.
Construction of CRS Masonary in CM (1:8) prop including cost and conveyance of all materials and labour charges etc complete.
TBSC-A.II-01 ::Brick Masonry work in CM (1:6) prop with Flyash Cement solid blocks of size 290 x 150 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, scaffolding and curing etc., complete with a compresive strength not lessthan 50 kg/sqm for walls for Superstructure Walls.
Laying of V.C.C (1:3:6) using 20mm(ss-5) graded HBG m/c metal and OPC,coarse and fine aggregate conforming to IS:383 including cost & conveyance of all materials, labour charges, machine mixing, vibration, cetering, laying in position, curing for 21 days etc
Geoligist Charges ForTesting the bore well Point to complete for finished item of work as directed by the engineer-in-charge.
Total depth drilling 165mm / 61/2" dia and inserting total depth 140mm dia PVC casing pipe.Drilling of 165mm (6 1/2) dia borewells in all formations entire/total depth as desired by the department and reaning the bore well to insertion of suitable dia PVC casing pipe of 6 kg/cm2 and any other relevant material required up to the depth as directed by the department including cost of transportation of rigs and supporting vehicle from village to village and bore development (flushing the bore well at an average pressure of 100PSI/conducting yield test ,crew charges, cost of consumable and all other charges required complete but excluding taxes ,cost of PVC casing pipe and the entire work has to be done to the satisfaction of department authorities and as per IS 2800part I&II 1979 any where in Khammam district where particular places recommended by the Geologist and work carried out under directions of the department officials.
Supply and delivery of 180mm dia PVC 10 kg/cm2 casing pipe of 3.00m. In length approximately and delivery at work site, ISI mark including TOT confirming to IS 4985/1988
Supply and delivery of 250 mm dia PVC 10 kg/cm2 casing pipe of 3.00m. In length approximately and delivery at work site, ISI mark including TOT confirming to IS 4985/1988
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