Andhra Pradesh Disaster Recovery Project Tender
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Andhra Pradesh Disaster Recovery Project Tender
Eprocure
Opening Date7 Aug 2019
Closing Date6 Sep 2019
Tender Amount₹ 1,86,99,522
Costs
EMD
₹ 1,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvements To Minor Bridge And Culverts In Boyanapudi Navara Road
Description
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Contact
Tender Id
2019_APDRP_492748_1Bid Award Id
ViewTender No
IFB No8/ APDRP/RandB /CE/DEE/AEE2/2018-19 2ndcallTender Authority
Andhra Pradesh Disaster Recovery Project ViewPurchaser Address
-Website
http://http://apsdma.ap.gov.in/view-apdrp
GEM & Bid Advisory Services
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Documents
BOQ Items
Vibrated reinforced cement concrete M 25 Grade Concrete using 40mm , 20mm and 10mm size HBG/HBT crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seigniorage and conveyance of all materials to site and all labour charges ,centering, 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, 1600,1700, 2100 (5th revision) for Raft foundation .
133
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-
VCC M20 grade using 40mm, 20mm and 10 mm size HBG crushed stone aggreagete (Coarse aggreagate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seignourage and conveyance of cement and all materials to site and labour charges centering machine mixing laing in position compacting vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRTH specification 1500, 1700, 2100 (5th Revision) - VCC M20- for footings of Abutment, pier and wing walls
110
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-
VCC M20 grade using 40mm, 20mm and 10 mm size HBG crushed stone aggreagete (Coarse aggreagate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seignourage and conveyance of cement and all materials to site and labour charges centering machine mixing laing in position compacting vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRTH specification 1500, 1700, 2200 (5th Revision) - VCC M20- for Sub-structure of Abutments
187
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-
VRCC M25 grade using 20mm & 10 mm size (SS-5) HBG crushed stone aggreagete (Coarse aggreagate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seignourage and conveyance of cement and all materials to site and labour charges centering machine mixing laing in position compacting vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRTH specification 1500,1 600, 1700, 2200 (5th Revision) - VRCC M25 for Sub Structure - Bed Blocks & Backing walls
18
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-
Furnishing and placing VRCC M30 Super Structure as per Drawing and Technical Specifications as per MORT&H specification Nos 1500,1600, 1700 & 2300 and as per MORTH Drg No: excluding steel ad fabrication charges (As per SD/110- Super Structure without FP
128
-
-
VCC M15 grade levelling Course below approach slab complete as per Drawing and technical specifications as per MoRTH spn (5th rev) no: 2704 under Approach slab
12
-
-
Reinforced cement concrete approach slab excluding reinforcement and formwork complete as per Drawing and technical specifications as per Drg. As per MORTH specification (5th rev) 1500, 1600, 1700 & 2704 - VRCC M30 - for Approach slab
31
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-
Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBD 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 all other incidental and operational charges of all T&P etc., complete for finished item of work as per Morth SP.N. 2702.2 but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600, 1700, & 2702 (5th Revision) and as directed by the Engineer-in-Charge for wearing coat over Deck slab.
22
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-
Construction of precast RCC railing of M30 grade , aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to center spacing between vertical post not to exceed 2000 mm , leaving adequate space between vertiacal post for expansion, complete as per approved drawings and Technical Specifications as per MoRTH spn nos.(5th rev) 1500,1600, 1700 & 2703 excluding cost of steel and its fabrication charges
54
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-
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 & 2100 (5th revision) and as per I.S.1786 of 1985 for foundations
7
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-
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
4
-
-
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 & 2300 (5th revision) and as per I.S.1786 of 1985 for Super structure
13
-
-
Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost, and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 4th revision ) and as directed by the Engineer-in-Charge for quadrennial revetment.
17
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-
Providing dry rough stone revetment 225 mm thick with HBG/HBT stone of not less than 300 mm size including cost, seigniorage charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th revision ) and as directed by the Engineer-in-Charge for Pitching of slopes
13
-
-
Providing and laying filter material with Gravel underneath pitching in slopes including cost, and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H Specification 2504 (5th Revision) and as directed by the Engineer-in-Charge
9
-
-
Back filling behind Abutments with gravel including cost ,conveyance and seigniorage of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th revision) and as per Drawing and technical specifications for finished item of work
120
-
-
Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG/HBT metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal seigniorage charges ,and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th revision) for finished item of work.
42
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-
Providing Weep holes in VCC Abutment/ Wing wall/return wall with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th revision)
48
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-
Supplying and fixing of CI drainage spouts complete as per drawing and technicalspecifications and as per drg no. SD/103 and morth specfn (5th rev) 2705
6
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-
Providing and laying boulders apron on river bed bed for protection against scour with stone boulders weighingnot less than 40 kg each complate asper drawing andTechnical Specifications Boulder Laid Dry without Wire Crates as per Morth specfn (5th rev) 2503
82
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-
Dismantling of existing structure comprising of R.R. stone Masonary in cement mortar 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 metres as per MoRT&H Spec. No.202 and as directed by the Engineer-in-Charge.
149.86
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-
Dismantling of existing structure comprising of Reinforced Cement Concrete 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 metres as per MoRT&H Spec. No.202 and as directed by the Engineer-in-Charge.
49.16
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-
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
49.04
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-
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 and seigniorage charges, 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).
1200
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-
Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost, seigniorage charges 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 ).
62.5
-
-
Providing, laying Reinforced cement concrete Hume pipes of 600mm/800mm/1000mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600mm/800mm/1000mm 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.
40
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-
Supply of high performance expansion joint filler board confirming to MOST -20mm thick.
28.5
-
-
Box Culverts
-
-
-
Earthwork excavation in all soils uptp SDR by mechanical means for foundation 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 including seigniorage charges for finished item of work as per MORT&H (5th Revision) and as directed by the Engineer-in-Charge for foundations.
419
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-
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.
87
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-
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, 2100,2700 (5th Revision) for levelling course
93
-
-
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, seigniorage 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 etc., complete 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 (5th Revision ) and as directed by the Engineer-in-Charge for Foundations.
103
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-
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, seigniorage 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 etc., complete 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 (5th Revision ) and as directed by the Engineer-in-Charge for Sub-Structure
114.5
-
-
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, seigniorage 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 etc., complete 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 (5th Revision ) and as directed by the Engineer-in-Charge for Deck slab
107
-
-
Vibrated reinforced cement concrete M 25 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 all other incidental and operational charges of all T&P etc., complete for finished item of work as per Approved drawing but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (5th Revision) and as directed by the Engineer-in-Charge for Approach slab.
50.5
-
-
Vibrated reinforced cement concrete M 30 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 all other incidental and operational charges of all T&P etc., complete for finished item of work as per drawing BD/1-69( A) but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2702 (5th Revision) and as directed by the Engineer-in-Charge for wearing coat
28
-
-
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 foundations of R.C.C items.
6.5
-
-
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.
6
-
-
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 Super structure of R.C.C items.
5
-
-
Construction of precast VRCC railing of M20 grade using HBG crushed stone aggregate of size not exceeding 12 mm and fine aggregate conforming to table 1000-2 true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm, leaving adequate space between vertical posts for expansion including cost, seigniorage 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 as per approved drawings and technical specifications for finished item of work as per MoRT&H Specification 2703, 1500, 1600, 1700(5th Revision)
48
-
-
Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to athickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal seignorage charges ,and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work.
169
-
-
Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost, seigniorage charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for quadrential revetment.
40
-
-
Supply and fixing of 25.40 mm thick mastic pad for expansion joints., as per MORT&H Specification(5th Revision) and as directed by the Engineer-in-Charge.
50
-
-
Providing SS Revetment 300 mm thick including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for Flexible apron
187
-
-
Dismantling of existing structure comprising of Cement Concrete 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 metres as per MoRT&H Spec. No.202 and as directed by the Engineer-in-Charge.
164
-
-
Dismantling of existing structure comprising of Reinforced Cement Concrete 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 metres as per MoRT&H Spec. No.202 and as directed by the Engineer-in-Charge.
48
-
-
Forming embankment withborrowed useful earth from out side road boundry 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 Power Road Roller including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) for Diversion Road.
840
-
-
Providing, laying Reinforced cement concrete Hume pipes of 1000mm dia , NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm 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.
30
-
-
Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost, seigniorage charges 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.
113
-
-
Painting two coats on new concrete surface data as per MORT&H (803) after filling the surface with synthetic enamel paint in all shades on new plastered conctete surface for Letterings & figure work
20
-
-
Pipe Culverts
-
-
-
Earthwork excavation in soils up to SDR by mechanical means for 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 including charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge
472
-
-
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 base course of under foundations
37
-
-
Providing, laying Reinforced cement concrete Hume pipes of 600mm /1000mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600mm 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 (4th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.
110
-
-
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 , centering, 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. VCC M-15 for Foundatins
39
-
-
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 , centering, 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. VCC M-15 for Sub structure of Abutments and Wing walls.
501
-
-
Filling in between body walls with gravel including cost, conveyance and of all materials to site etc., complete as per clause 710.1.4 of IRC : 78 and as per MoRT&H Specification No. 2200 & 2907 (5th Revision) ans as per Drawing and technical specifications for finished item of work
363.98
-
-
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