Andhra Pradesh Industrial Infrastructure Corporation Tender

Forming embankment with Side earth by mechanical means upto SDR including pre-watering of soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T & P, complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).

Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).

Providing Dry lean cement concrete subbase over a prepared subgrade with coarse and ifne aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradaiation after blending to be as per table 600-1, cement content no to be less than 150 kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor/manual means without paver, compcating with 8-10 tonnes vibratory roller, finishing and curing complete for finished item of work as per MoRth (5th revision) specifications 601 and as directed by the Engineer-In-Charge for base coarse below CC pavement

Construction of Un reinforced, dowel jointed plain cement concrete pavement over a preparted sub base with 43 grade cement @ 400 kg per cum coarse and fine aggregate conforming to IS 383, Maximum size of coarse aggregate not exceeding 25mm and confirming to clause 602.2.6.4 mixed in concrete mixer 0.28/0.4 cum capacity (6 mixers) with weigh batcher as per approved mix design laid with manual means without paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion constructions and longitudinal joints joint filler seperation membrane sealent primer joint sealent debonding strip dowel bar tie rod admixture as approved curing finsihing to lines and grades etc., as per MoRT&H specification No. 602 (5th Revision) and as directed by the Engineer In charge for 7.00 Mts CW (Dowel bars - 25 mm dia @ 4.5 M intervel along the road and at a spacing of 300 mm c/c & Tie Bars - 10 mm dia bars of 60 cm length @ spacing 60 cm c/c )

Construction of Un reinforced, dowel jointed plain cement concrete pavement over a preparted sub base with 43 grade cement @ 400 kg per cum coarse and fine aggregate conforming to IS 383, Maximum size of coarse aggregate not exceeding 25mm and confirming to clause 602.2.6.4 mixed in concrete mixer 0.28/0.4 cum capacity (6 mixers) with weigh batcher as per approved mix design laid with manual means without paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion constructions and longitudinal joints joint filler seperation membrane sealent primer joint sealent debonding strip dowel bar tie rod admixture as approved curing finsihing to lines and grades etc., as per MoRT&H specification No. 602 (5th Revision) and as directed by the Engineer In charge for 3.6 Mts CW ( (Dowel bars - 25 mm dia @ 4.5 M intervel along the road and at a spacing of 300 mm c/c)

Forming shoulders with borrowed useful seclected earth having MDD of not less than 1.75 gms/cc from outside road boundary by mechnical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with vibratory road roller @ OMC to meet requirement of table 300-2 of MORT&H including all hire and operational charges of T&P, complete for finished item of work as per MORT&H specification 305 (5th revision) (Payment will be made based on levels for finished item of work)

Pipe Culverts - 0.60M Dia Pipe Culverts - 34 Nos

Earthwork excavation in soils upto SDR by mechanical means for Drains / foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Providing, laying Reinforced cement concrete Hume pipes of 600 mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for Sub structure .

Painting two coats after filling the surface with Synthethic Enamel paint in all shades on new plastered concrete surfaces

Storm Water Drains-3.10 KM

Earthwork excavation in soils upto SDR by mechanical means for Drains / foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Sand filling in foundation including cost and conveyence of all materials to site and watering, tamping etc., complete for finshed item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer - in - Charge.

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below Foundation

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500, 1600, 1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for Drains.

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2100 (5th revision ) and as directed by the Engineer-in-Charge for foundations Raft

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for Sub structure of R.C.C items.

Supply and fixing of seperation membrane of MAESTIC PAD 12.7mm thick uniformly in single layer including cost and conveyance of all material and all labour charges as directed by the Engineer-in- Charge.

No. of BOQ items: 22(Twenty Two) only

(Rupees Seven Crores Eight lakhs Eighty Seven thousand Four hundred and Nine Only)