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Consists Of One Road Cum Bridge Work In Parvathipuram Manyam District. ( 1St Call ) Package No.5 ( D ) / Aprrp / Pred / Vzm / Road / 001, Road From Duggeru To Mendangi Including Construction Of Bridge Across Adarugedda Near Duggeru Of Makkuva Mandal In, makkuva-Andhra Pradesh

Panchayat Raj Engineering Department has published Consists Of One Road Cum Bridge Work In Parvathipuram Manyam District. ( 1St Call ) Package No.5 ( D ) / Aprrp / Pred / Vzm / Road / 001, Road From Duggeru To Mendangi Including Construction Of Bridge Across Adarugedda Near Duggeru Of Makkuva Mandal In. Submission Date for this Tender is 13-10-2022. Bridge Work Tenders in makkuva Andhra Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

33935165
Consists Of One Road Cum Bridge Work In Parvathipuram Manyam District. ( 1St Call ) Package No.5 ( D ) / Aprrp / Pred / Vzm / Road / 001, Road From Duggeru To Mendangi Including Construction Of Bridge Across Adarugedda Near Duggeru Of Makkuva Mandal In
Open Tender
Indian
Andhra Pradesh
makkuva
13-10-2022

Tender Details

Consists Of One Road Cum Bridge Work In Parvathipuram Manyam District. ( 1St Call ) Package No.5 ( D ) / Aprrp / Pred / Vzm / Road / 001, Road From Duggeru To Mendangi Including Construction Of Bridge Across Adarugedda Near Duggeru Of Makkuva Mandal In Parvathipuram Manyam District. Est Cost Rs.600.00 Lakhs

Key Value

Document Fees
Refer document
EMD
INR 507000.0 /-
Tender Value
INR 5.06 Crore /-

BOQ Items

Name of Work: Package No. 5 (D)/APRRP/PRED/VZM/ROADS/001:Road from Duggeru to Mendangi including construction of Bridge across the Araru Gedda near Duggeru in Makkuva Mandal of Vizianagaram district.
Sl. No. Item Description
1Road from Duggeru to Mendangi including construction of Bridge across the Araru Gedda near Duggeru in Makkuva Mandal of Vizianagaram District
2ROAD PORTION
3Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KNto OMC compaction including to a top width of 7.5m and raising to required heightcomplete etc.as perrequirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
4Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
5Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withvibratory roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work.
6Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
7Providing 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), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
8Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
9Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using HBG crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
108vent-10.37 mt span Bridge-1no
11Earth work in excavation of foundation of structures in Hard rock requiring blasting by manual means as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per MoRTH specification 304. including contractors profit & Over head charges, excluding GST and Seignorage charges etc. complete.
12Earthwork in excavation for structures including dewatering 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding seignorage,GST and as per direction of Engineer in charge
13Providing Vibrated cement concrete (1:3:6) mix using 40 mm nominal sizeHBG crushed stone aggregate and fine aggregate confirming to table 1000-2 of MORTH, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2100 MORTH.,including overhead charges & Contractors profit, but excluding seignorage & GST for bed concrete
14Vibratedcement concrete M 20 Grade Concrete(Design Mix) 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 allmaterials 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 technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,, all taxes etc complete but excluding seignorage &GST and as per direction of Engineer in charge - for foundations for abutments, Piers and return walls
15Vibratedcement concrete M 20Grade(Design Mix) 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 allmaterials 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 technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding seignorage,GST and as per direction of Engineer in charge - for body walls upto 5.00m height.for abutments, Piers and return walls
16Vibrated Reinforced cement concrete M25 grade, using concrete mixer (Design mix), using 20 mm graded metal, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 MORD/1500, 1600, 1700 & 2704 MORTH , including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding seignorage&GST and as per direction of Engineer in charge For Bed blocks, backing walls
17Providing and laying vibrated reinforced cement concrete M 30 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,, all taxes etc complete but excluding seignorage& GST and as per direction of Engineer in charge - For Deck Slab( for upto 5 Mts. height)
18Vibrated Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab excluding reinforcement as per drawing and technical specifications Clauses 800 and 1211 MORD including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding seignorage & GST and as per direction of Engineer in charge
19Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding seignorage, &GST and as per direction of Engineer in charge
20Providing bearings usingapproved brand Tar Felt duly applying one coat of appropriate grade of bitumen in hot condition @ 0.2 Kg/1 Sqm of roof area, fixing tar felt (Conforming to IS 1322-1972 specification), applying second coat of appropriate grade of hot bitumen at 1.20 Kg / 1 Sqm of roof area and spreading course aggregate (sand) at 0.063 Cum per 1 Sqm of roof area finished item, Tar felt of type 2 grade 1over Bed blocks including fixing as per drawing and technical specifications including contractor`s proft &overhead charges
21Construction of R.C.C. railing of M 25 grade including reinforcement in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORDincluding cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding seignorage &GST and as per direction of Engineer in charge
22Supplying, fitting, and placing HYSD bar Fe 500 reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding seignorage, GST and as per direction of Engineer in charge
23Supplying, fitting, and placing HYSD bar Fe 500 reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORDfor Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding seignorage,GST and as per direction of Engineer in charge
24Supplying, fitting, and placing HYSD bar Fe 500 reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010and 1202 MORDfor Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge
25Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia 4 Kgs./Cm2 PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding seignorage & GST and as per direction of Engineer in charge
26Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding GST and seignorage as per direction of Engineer in charge
27Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC.including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and seignorage as per direction of Engineer in charge
28Supply and fixing of mastic pads 25.40mm including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge
29Drainage spouts complete as per drawing and technical specifications Clause 1209 MORDincluding cost of labour,Contractor Profit and Over Head charges, all taxes etc complete but excluding seignorage& GST and as per direction of Engineer in charge
30Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 800 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding seignorage& GST and as per direction of Engineer in charge
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