Municipal Corporation Tender

Ambedkar nagar SWD;Providing barricading arrangement 2 - TIER (2 Nos Horizontals- 6'-0" long - 1 No Vertical -4'-0" High) with casurina ballies as per the design duly excavating pits and its removal after the function is over including hire charges of the barricading materials as per the schedule given by the departmental authorities complete for finished item of work.

Ambedkar nagar SWD;Providing fencing using Hot dipped Galvanised Iron Chain link mesh 8 gauge - (4.0 mm) of 1.5m high as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge with 50 mm Nominal Bore GI pipe of 9 No's of 1.8 m length in 10m stretch with medium grade properties & weight as per IS 1239 ISI mark with GI fittings and MS flats of 25mm x 3mm size 4 No's for each pipe of 100mm length @ 0.59 Kg/m including the cost of pipe & its fittings & labour charges for all conmponents, drilling holes to GI pipes & MS flats, fixing jali with costs of nuts and bolts, for straightening, erection and fixing of chain link mesh with MS flat and GI bolts & nuts 10mm dia, etc., complete for finished item of work.

Ambedkar nagar SWD;Manufacture, Supply and Delivery of Unplasticised PVCs Pipes 6 .0 Kgs/cm2 110mm dia conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) with all incidentals costs, inclusive of transportation to the sub-divisional stores anywhere in TG excluding Taxescomplete for finished work.

Ambedkar nagar SWD;Supplying, fitting and placing HYSD bar Fe 500 reinforcement from Steel manufacturers within Telangana with minimum integrated installed capacity of 2 Lakh MT per annum (AF star TMT/MS Life TMT, Radha TMT, Sugna TMT) in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 MORD/ 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded For Super Structure

Ambedkar nagar SWD;Supplying, fitting and placing HYSD bar reinforcement (Fe 500) from Steel manufacturers within Telangana with minimum integrated installed capacity of 2 Lakh MT per annum (AF star TMT/MS Life TMT, Radha TMT, Sugna TMT) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded - For Sub Structure.

Ambedkar nagar SWD;Supplying, fitting and placing HYSD bar reinforcement (Fe 500) from Steel manufacturers within Telangana with minimum integrated installed capacity of 2 Lakh MT per annum (AF star TMT/MS Life TMT, Radha TMT, Sugna TMT) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded - For Foundation.

Ambedkar nagar SWD;Vaccum dewatering of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length,vaccum pump to maintain vaccum pressure 0.7-0.8 atmosphere as per the standard procedure,floating with power floater,vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and rners,including hire and operational charges of machinery ,labour,fuel etc,complete for finished i tem as directed by the -in-Charge.

Ambedkar nagar SWD;Supply & placing PCC Grade M 40 using Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4. (HARD BROKEN STONE OF GRANITE, TRAP AND DOLERITE FREE FROM DUST OBTAINED BY QUARRYING, WEDGING, BREAKING, BURNING AND SPLITTING) and fine aggregate conforming IS:383-1970 and with minimum cement content of 420 kg's/cum as per IS 456-2000 and standard mix design as per IS:10262:2009 with ordinary portland cement 43/53 grade, (as per the Mix Design approved by the Engineer - in - Charge Department from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing, etc., complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges, as per drawings and technical specifications Clause 602 MORTH.- CC road

Ambedkar nagar SWD;Supply & placing PCC Grade M10 (Ready Mix) using Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4. (HARD BROKEN STONE OF GRANITE, TRAP AND DOLERITE FREE FROM DUST OBTAINED BY QUARRYING, WEDGING, BREAKING, BURNING AND SPLITTING) and fine aggregate conforming IS:383-1970 with minimum cement content of 220 kg's/cum, from standard suppliers, mechanically mixed using batching plant, transit mixer & concrete pump and (as per the Mix Design approved by the Engineer - in - Charge Department from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing, etc., complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges, as per drawings and technical specifications Clause 602 MORTH.

Ambedkar nagar SWD;steel

Ambedkar nagar SWD;cement

Ambedkar nagar SWD;Provision of Crash Barrier at the edges of road,approaches to bridges, structures and medians construction with Reinforced Cement Concrete (RCC) M40 by Design Mix Concrete grade as per IS 4926-2003 and with minimum cement content (cement content is taken as 430kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with Ordinary Portland Cement 43/53 grade and with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate conforming IS:383-1970 (as per the Mix Design approved by the Engineer - in - Charge of the Department from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding dewatering & desilting charges etc., complete for finished item of work but including cost of steel and its fabrication charges(with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified 809 MORTH) and excluding seigniorage charges for crash barrier. Note: 1) The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2) For estimate purpose Cement Content is taken as 430 Kg/Cum. As per mix design, if the cement content is found to be less than 430 kgs per cum of concrete, the difference in cost shall be deducted. 3)Manufactured sand (Rock Sand) not more than 50% of total sand content can be used

Ambedkar nagar SWD;Supply and placing of Reinforced Cement Concrete (RCC) M30by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 with minimum cement content ((Cement content is taken as 407kgs)) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate of Zone-II (100% sand) (as per the Mix Design approved by the Department from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing, excluding dewatering charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for wearing coat Note:- 1) The quantities for Cement , coarse aggregate and fine aggregates are for estimation purpose only. The exact quantities will be as per Mix design. 2) For Estimate purpose Cement Content is taken as 407 Kg/Cum. As per Mix Design , if the cement content is found to be less than 407 Kgs per Cum of concrete, the difference in cost shall be deducted. 3) Manufactured Sand (Rock Sand) not more than 50% of total sand content can be used.

Ambedkar nagar SWD;Supply and placing of Reinforced Cement Concrete (RCC) M30 Design mix concrete with Minimium Cement content (Cement content is taken as 407 kgs) as per IS 456-2000 and standard mix design as per IS:10262:2009 with ordinary portland cement 43/53 grade and 20mm size graded (20mm-60%, & 10mm-40%) machine crushed hard broken stone of granite/trap/dolerite metal free from dust obtained by Quarrying,wedging,breaking,burning,splitting, machine crushing and blasting and fine aggregate 50% natural sand confirming to IS 383:1970 and 50% manufactured sand (as per the Mix Design approved by the Engineer-in-charge of Department) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding dewatering and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for Superstructure slab of Box drain , as per drawings and technical specificaitons Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500 , 1600 & 1700 MORTH . Note: 1) The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2) For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted. 3)Manufactured sand (Rock Sand) not more than 50% of total sand content can be used

Ambedkar nagar SWD;Supply and placing of Reinforced Cement Concrete (RCC) M30 Design mix concrete with Minimium Cement content (Cement content is taken as 407 kgs) as per IS 456-2000 and standard mix design as per IS:10262:2009 with ordinary portland cement 43/53 grade and 20mm size graded (20mm-60%, & 10mm-40%) machine crushed hard broken stone of granite/trap/dolerite metal free from dust obtained by Quarrying,wedging,breaking,burning,splitting, machine crushing and blasting and fine aggregate 50% natural sand confirming to IS 383:1970 and 50% manufactured sand (as per the Mix Design approved by the Engineer-in-charge of Department) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding dewatering and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for Substructure walls of Box drain, as per drawings and technical specificaitons Clause 802, 804, 805, 806, 807, 1202 & 1204 MORD and 1500, 1700 & 2200 MORTH. (Height upto 5M). (For 0.40m thick wall)- Note: 1) The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2) For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted. 3)Manufactured sand (Rock Sand) not more than 50% of total sand content can be used

Ambedkar nagar SWD;Supply and placing of Reinforced Cement Concrete (RCC) M30 Design mix concrete with Minimium Cement content (Cement content is taken as 407 kgs) as per IS 456-2000 and standard mix design as per IS:10262:2009 with ordinary portland cement 43/53 grade and 20mm size graded (20mm-60%, & 10mm-40%) machine crushed hard broken stone of granite/trap/dolerite metal free from dust obtained by Quarrying,wedging,breaking,burning,splitting, machine crushing and blasting and fine aggregate 50% natural sand confirming to IS 383:1970 and 50% manufactured sand (as per the Mix Design approved by the Engineer-in-charge of Department) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding dewatering and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for Substructure walls of Box drain, as per drawings and technical specificaitons Clause 802, 804, 805, 806, 807, 1202 & 1204 MORD and 1500, 1700 & 2200 MORTH. (Height upto 5M). - (For 0.325m thick wall) Note: 1) The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2) For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted. 3)Manufactured sand (Rock Sand) not more than 50% of total sand content can be used

Ambedkar nagar SWD;Supply and placing of Reinforced Cement Concrete (RCC) M30 Design mix concrete with Minimium Cement content (Cement content is taken as 407kgs) as per IS 456-2000 and standard mix design as per IS:10262:2009 with ordinary portland cement 43/53 grade and 20mm size graded (20mm-60%, & 10mm-40%) machine crushed hard broken stone of granite/trap/dolerite metal free from dust obtained by Quarrying,wedging,breaking,burning,splitting, machine crushing and blasting fine aggregate 50% natural sand confirming to IS 383:1970 and 50% manufactured sand (as per the Mix Design approved by the Engineer-in-charge of Department) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding dewatering and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for Foundation Concrete/Raft/Footings as per drawings and technical specifications clause 802,803,1202&1203 MORD and 1500,1700 and 2100 MORTH. Note: 1.The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2. For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted 3.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.

Ambedkar nagar SWD;Supply and placing of Plain Cement Concret (PCC) M10 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 and with minimum cement content (cement content is taken as 275 kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with Ordinary Portland Cement 43/53 Grade and with 20mm size graded (20mm - 60% & 10mm - 40%) machine crushed hard granite / trap / dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate conforming to IS:383 - 1970 (50%) & Manufactured Sand/Crushed stone sand/Rock sand 4.75mm to 2.36 mm as per IS 383-1970 (excluding Seigniorage charges - 50%) (as per the Mix Design approved by the Engineer-In-Charge Department from Standard Suppliers ) including cost and conveyance of all materials, labour charges, water charges, pumping , including form work, laying concrete , vibrating , curing for 14 days , Excluding dewatering & desilting charges etc . complete for finished item of work but excluding cost of steel and its fabrication charges and seighnorage charges for foundation bed of Box Culvert / Retaining Wall as per drawings and technical specificaitons Clause 802, 803, 1202 & 1203 MORD and 1500 , 1700 & 2100 MORTH

Ambedkar nagar SWD;Filling with HBG stone chips of size 2.36mm and below, as per 305.3.9 MORD & 304 MORTH Technical specifications, complete for finished item of the work.

Ambedkar nagar SWD;Dismantling of flexible pavements by mechanical means, stacking serviceable material and excluding the cost of conveyance of disposal of unserviceable material as per Technical Specification Clause 202 MORD / MORTH

Ambedkar nagar SWD;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Rubble Stone Masonry in Cement Mortar by manual means, including stacking the serviceable material with all lifts but excluding cost of disposal of unserviceable material as per Technical Specification Clause 202 MORD / MORTH

Ambedkar nagar SWD;Dismantling of existing structures like cc roads/cc pavements, culverts, bridges, retaining walls and other structures comprising of cement concrete,including T&P and scaffolding wherever necessary, sorting the dismantled material, stacking the serviceable material with all lifts but excluding cost of disposal of unserviceable materials as per Technical Specification Clause 202 MORD / MORTH

Ambedkar nagar SWD;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Reinforced Cement Concrete and prestressed Concrete structures By Manual Means, including T&P and scaffolding wherever necessary, sorting the dismantled material and stacking the serviceable material with all lifts but excluding cost of disposal of unserviceable material, as per Technical Specification Clause 202 MORD / MORTH..

Ambedkar nagar SWD;Demolition of Brick work of Existing Buildings Abutting Nala by Manual Means including stacking of serviceable materials but excluding cost of disposal of unserviceable materials complete.

Ambedkar nagar SWD;Bailing out water using dewatering pump (diesel) complete during earthwork excavation

Ambedkar nagar SWD;Earthwork in excavation for structures 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 , dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH(Upto 3 m depth including 1.5 m depth in hard rock-Hard rock blasting prohibited)

Ambedkar nagar SWD;Earthwork in excavation for structures 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 bottom backfilling in trenches with suitable excavated material complete, as per Technical Specification 305 MORD / 304 MORTH-Ordinary soil-Manual Means-upto 3m depth

Ambedkar nagar SWD;Earth work in excavation for structures 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 bottom and back filling in trenches with excavated suitable material, complete as per technical specification 305 MORD/ 304 MORTH - Ordinary soil - Mechanical Means upto 3m depth