Hyderabad Metropolitan Development Authority Tender
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Description
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Contact
Tender Id
350273Bid Award Id
ViewTender No
HMDA/DEV/CE/24/01/2022, Dt: 02-09-2022Tender Authority
Hyderabad Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://hmda.gov.in/
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BOQ Items
ITEM;Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom including conveyance of bitumen emulsion round the trip as per Technical Specification Clause 503 MORD, including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge
8750
-
116113
ITEM;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) etc. finished items of work and as directed by Engineers-in-charge.
4500
-
300555
ITEM;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. with 5.00 Km lead for Pug Mill. Complete for finished item of work and as directed by the Engineer-in-charge.
1125
-
2147996
ITEM;Construction of granular sub-base by providing well graded / Close Graded material Grading III with minimum CBR of 20, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with vIBRATORY wheel roller 80-100 kN to achieve the desired density, complete as per Technical Specification Clause 401 (MORTH 4.1),including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge
900
-
1527957
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 consolidting each 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 .,complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.309&310)
8500
-
350795
ITEM;Supply & Delivery of manhole covers with ISI marking anywhere in A.P, F.O.R destination including loading, un-loading at site, Contractor's profit and overhead charges etc as applicable ISI Mark, complete for finished item of work and as directed by the Engineer-in-charge.
125
-
413417
ITEM;Construction of additional manhole 0.10 M depth constructon of 1.5 circular sewer man hole of 3.0 mts - 5.0mts depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM(1:6) Prop as per specification etc complete. benching / chanelling,internal plastering with 20 mm thick cm 1:4 and External plastering 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 complete, Contractor's profit and overhead charges but excluding seignarage charges as per specification etc .complete for finished item of work and as directed by the Engineer-in-charge.(Above 3.0m upto 5.0m)
1050
-
3103231
ITEM;Construction of additional manhole 0.10 M depth constructon of 1.5 circular sewer man hole of 2.4 mts - 3.0mts depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM(1:6) Prop as per specification etc complete.Internal plastering with 20 mm thick cm 1:4 and External plastering 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 complete, Contractor's profit and overhead charges but excluding seignarage charges as per specification etc .complete for finished item of work and as directed by the Engineer-in-charge.(Upto 3.0m additional depth)
750
-
1668845
ITEM;Constructon of 1.50 M Circular Sewer Man hole of 1.50 mts x 0.56 m of 2.4 M depths with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in cm 1:6 prop and corbelling too including cc bed ( 1:4:8 ) prop using 40 mm gauge HG Metal 0.30 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastering with 20 mm thick cm 1:4 and External plastering 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 complete, Contractor's profit and overhead charges but Excluding seignarage charges as per specification etc with various dia pipe Complete for finished item of work and as directed by the Engineer-in-charge.
125
-
4437146
ITEM;Manufacture, Supply and Delivery of various internal dia R.C.C. NP 4 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes OF 1000 MM DIA with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including laying and jointing, lowering in the readymade trenches,cost of rubber rings, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge.
2500
-
28559076
ITEM;Carting away unuseful excavated rock at site and pipe line trench earth including transportation of 2 km(in addition to initial 1Km) away from the work spot, including loading and unloading, Contractor's profit and overhead charges complete for finished item and as directed by the Engineer-in-charge.
8285
-
588235
ITEM;Collection, Supply and filling of Robo sand from approved quarry to work site including cost and conveyance of all material and all labour charges, etc., Complete for as per standard specifications of Clause 305.3.9 MORD & 304 MORTH complete for finished item of work and as directed by the Engineer-in-charge
675
-
709661
ITEM;Excavation for under ground drainage linesin hard rock in narrow trenches with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections,setting out, construction of shoring, strutting and bracing, removal of stumps and other deleterious material, loading and disposal of cut rock with all lifts and leads upto 1000 m including dressing of sides and bottom, backfilling as per Technical Specification Clause 302.3.5 MORD / 301 MORTH for Pipe Line Trenchs including provision for narrow trenches in restricted areas and contractor's profit and overhead charges but excluding Seigniorage Charges,complete for finished items of work and as directed by Engineer-in charge
4576.8
-
1775203
ITEM;Excavation for underground drainage lines in soil with hydraulic excavator of 0.90 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, including contractor's profit and overhead charges but excluding Seigniorage Charges, compete for finished items of work and as directed by Engineer-in charge
10679.2
-
1392781
ITEM;Dismantling of flexible pavement and disposal of dismantled materias upto a lead of 1000 meters stacking serviceable and unserviceable material seperately including contractor's profit and overhead charges but excluding Seigniorage Charges, compete for finished items of work and as directed by Engineer-in charge
1809.38
-
869857
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