Hyderabad Metropolitan Development Authority Tender
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Description
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Contact
Tender Id
283019Bid Award Id
ViewTender No
HMDA/DEV/CE/13/01/2021-22,DATE:14/12//2021Tender Authority
Hyderabad Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://hmda.gov.in/
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BOQ Items
item;Carting of surplus excavated rock from the site to a distance of 5 km excluding initial lead, loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lift charges and other incidental and operational charges including contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge. for I&D
850
-
72335
item;Refilling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P, including contractor profit and overhead charges, but excluding Seigniorage Charges etc complete for finished item of work and as directed by Engineer in charge APSS 309 &310) for I&D.
560
-
19650.4
item;Providing 12 mm thick plastering in cement mortar 1:4 proportion by volume including cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc., complete with initial lead upto 50 m and all lift charges. including contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge for I&D.
291
-
50939.55
item;Plain Cement Concrete M 20 Nominal mix using , Manufactured Sand (Rock sand) and natural river sand (screened sand) in the ratio of 50:50 and 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 400 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centering, shuttering, machine mixing, lift charges, laying concrete,vibrating, curing, contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge (APSS No. 402 & 403) for Kerb stone for I&D
64
-
410547.84
item;Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lift charges.including contractor profit and overhead charges, but excluding Seigniorage Charges and taxes on all materials etc., complete for finished item of work and as directed by Engineer in charge for I&D
24102
-
2080002.6
item;Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement 400kg/cum, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges including all lead and lift charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge. for top slab of 125mm thick for I&D
8.38
-
100934.42
item;Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement 400kg/cum, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges including all lead and lift charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge. for walls of 350mm thick for I&D
48.3
-
637413.17
item;Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement 400kg/cum, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges including all lead and lift charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge. for walls of 200mm thick for I&D
29.2
-
494599.24
item;Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement 400kg/cum, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges including all lead and lift charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge. for Foundation slab for I&D
62.72
-
501912.41
item;Plain Cement Concrete (1:3:6) nominal mix using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and minimum cement content 220 kg/Cum, including cost and conveyance of all materials like cement, fine aggregate(sand), coarse aggregate, water etc. to site,and including all charges for mixing, laying concrete in position, curing etc., & lift charges , and overheads & contractors profit excluding seigniorage charges, sales & other taxes on all materials etc., complete for finished item of work and as directed by Engineer in charge. (APSS No. 402)levelling course, concrete flooring etc for I&D
64
-
334634.88
item;Collection, supply & filling with carted sand in trenches,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P, including contractor profit and overhead charges, but excluding Seigniorage Charges etc complete for finished item of work and as directed by Engineer in charge APSS 309 &310) for I&D
44
-
45195.92
item;Earthwork excavation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lift charges and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, all labour charges,operational charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc complete for finished item of work and as directed by Engineer in charge
949.44
-
95855.46
item;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade) with cement content of 350.00 kgs/cum, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.including loading unloading, transportation ,over heads and contractors profit but excluding seignorage charges Complete for finished item of work and as directed by the Engineer-in-charge.
765.62
-
5605806.72
item;Dismantling of existing structure of cement concrete pavement including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift charges and lead of 1000 metres. including contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.
656.25
-
915166.88
item;Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of H.D.-35 with 560mm diaclear opening manhole covers and frames with ISI marking anywhere in A.P., F.O.R. destination including, loading, un-loading & stacking at site but excluding central excise duty, sales tax, octroi and other Govt levies etc., as applicable. I.S.I Mark, including contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.
80
-
221760
item;Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm 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 all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges including all lead and lift charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.for 350mm RCC walls for Manhole of 1600mm dia pipe line
168
-
2217089.28
item;Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm 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 all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges including all lead and lift charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.for 350mm RCC walls for Manhole of 1200mm dia pipe line
109.2
-
1441108.03
item;Additional manhole 0.10 M depth constructon of 1.2 circular sewer man hole of 1.65-2.3 mts depth for RCC S/S pipe with Flyash Cement solid blocks of size 225 x 100 x 60 mm for manufacturing of flyash solid blocks using flyash of 80 kgs in cm 1:6 prop and internal plastreng with 20 mm thick cm 1:4, sulphate cement and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days, including contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.
15
-
27262.65
item;Constructon of 1.20 M Circular Sewer Man hole of 1.20 mts x 0.55 m of 1.5 M depths for 600 mm dia RCC S/S NP3 pipe with Flyash Cement solid blocks of size 225 x 100 x 60 mm for manufacturing of flyash solid blocks using flyash of 80 kgs in cm 1:6 prop and corbelling too including cc bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal and minimum cement quantity 162 kg/cum, 0.10 mt thick and CC (1:2.5:5)Prop with 40-10 mm metal and minimum cement quantity 275 kg/cum, benching / chanelling, internal plastreng with 20 mm thick cm 1:4, sulphate cement and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days, including contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.
15
-
274705.8
item;Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes 1600mm NP3 internal dia conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) including laying and jointing, conveyance to site and testing, including all lead and lift charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.
560
-
11709129.6
item;Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes 1200mm NP3 internal dia conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) including laying and jointing, conveyance to site and testing, including all lead and lift charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.
685
-
8581858.1
item;Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes 600mm NP3 internal dia conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) including laying and jointing, conveyance to site and testing, including all lead and lift charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.
350
-
1378531
item;Carting of surplus excavated rock from the site to a distance of 5 km excluding initial lead, loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lift charges and other incidental and operational charges including contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.
3227
-
274617.7
item;Carting of surplus excavated Earth from the site to a distance of 5 km excluding initial lead, loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lift charges and other incidental and operational charges including contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.
3500
-
292600
item;Filling with carted gravel in trenches,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layers not exceeding 15 cm thick , consolidating each deposited layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P, including contractor profit and overhead charges, but excluding Seigniorage Charges etc complete for finished item of work and as directed by Engineer in charge APSS 309 &310)
10412.5
-
2226609
item;Refilling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P, including contractor profit and overhead charges, but excluding Seigniorage Charges etc complete for finished item of work and as directed by Engineer in charge APSS 309 &310)
9681
-
339706.29
item;Providing and laying Plain Cement concrete (1:4:8) (cement: fine aggregate (Sand : Robo sand (50:50)): Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard machine crushed granite from approved quarry and using minimum cement quantity162 kg/cum with concrete mixture upto Plinth level including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to work site and all operational, incidental, labour charges,ll charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., contractor profit and overhead charges, but excluding Seigniorage Charges,sales & other taxes on all materials etc complete for finished item of work and as directed by Engineer in charge
308.15
-
1349678.51
item;Earthwork in excavation of Hard Rock for pipe line trenches ( blasting prohibited )for foundation of 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 backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. Including all labour charges,operational charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc complete for finished item of work and as directed by Engineer in charge
3227
-
4032426.93
item;Earthwork excavation for pipe line trenches in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lift charges and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, all labour charges,operational charges, contractor profit and overhead charges, but excluding Seigniorage Charges etc complete for finished item of work and as directed by Engineer in charge
9681
-
1598429.91
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