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| Sl. No. | Item Description |
| 1 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20B, including cost of alllabour, equipments and allincidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation FOR DRESSING THE BED UPTO SILL LEVEL. |
| 2 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20B, including cost of alllabour, equipments and allincidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation, FOR FOUNDATIONOF ABUTMENTS AND PIERS as per Section 300 of MoRT&H Specifications (V) Revision (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1) |
| 3 | Earth work excavation in rock not requiring blasting (SDR & Weathered Rock) and depositing on bank with all leads and liftsincluding cost of alllabour, equipments and allincidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling and clearing the site and disposal of all surplus materilas etc.,complete, as per relevant standard specifation, FOR FOUNDATIONOF ABUTMENTS AND PIERS as per Section 300 of MoRT&H Specifications (V Revision) (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1) |
| 4 | Compacted plain Cement concrete of grade M15 (Nominal Mix) using 20mm ISS HBGmetal including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, layingcompacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, coffer dams, shoring, structing etc., completeas per relevant statndard specification, FOR LEVELLING COURSE of 100mm THICKNESS, BELOW FOOTING UNDER ABUTMENTS & PIERS as per section 2100 of MoRT&H specification (V Revision) |
| 5 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and Plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, struttingetc.,complete as per relevant standard specification FOR FOOTING UNDER ABUTMENTS AND RETURN WALLS as per section 1500, 1700 & 2100 of MoRT&H specifications (V Revision) |
| 6 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and Plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, struttingetc.,complete as per relevant standard specification FOR FOOTING UNDER PIERS as per section 1500, 1700 & 2100 of MoRT&H specifications (V Revision) |
| 7 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental chargesetc.,complete FOR ABUTMENT AND RETURN WALL SUBSTRUCTURE as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) |
| 8 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental chargesetc.,complete FOR BED BLOCK CUM DIRT WALL AND PEDESTAL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) |
| 9 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental chargesetc.,complete FOR PIERS - 1800mm dia as per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) |
| 10 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental chargesetc.,complete FOR CAPPING BEAM AND PEDESTALS OVER PIERSas per section 1500, 1700 & 2200 of MoRT&H specifications (V Revision) |
| 11 | Supplying and Fixing of ELASTOMERIC BEARING of size 50 x 30 x6.4 cmincluding cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MoRT&H Specifications (V Revision) and as per IRC 83-2015 (Part-II) |
| 12 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labourcharges for mixing transporting, laying, curing concrete, vibration charges,working at heights, potablewater and hire charges for tools and plants, including all other incidentalcharges etc, complete as per relevant standard spectificationfor T-BEAMS and CROSS BEAMS as per section 1500, 1700 & 2300 of MoRT&H Specifications (V Revision). |
| 13 | Vibrated Reinforced Cement ConcreteM35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete FOR DECK SLAB, KERB & FOOTPATH as per section 1500, 1700 & 2300 of MoRT&H SpecificationS (V Revision) |
| 14 | Vibrated reinforced Cement Concrete M30 (Design mix) using ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hirecharges for tools and Plants, including all other incidental charges, etc., completefor HANDRAILS and POSTS as per section 2703-3 of MoRT&H Specifications (V Revision) |
| 15 | Vibrated Reinforced Cement ConcreteM40 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour chargesfor mixing ,transporting, laying, curing concrete, soft water, hire chargesfor tools and plants, including all other incidental charges, etc., completeforCRASH BARRIER ON INNER EDGE OF FOOTPATH as per Sections 811, 1700 & 2703.3 of MoRT&H Specifications (FifthRevision). |
| 16 | Vibrated Reinforced Cement ConcreteM40 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour chargesfor mixing ,transporting, laying, curing concrete, soft water, hire chargesfor tools and plants, including all other incidental charges, etc., completeforCRASH BARRIER OVER RETURN WALLas per Sections 811, 1700 & 2703.3 of MoRT&H Specifications (FifthRevision) |
| 17 | Providing and fixing of G.I DRAINAGE SPOUTS 100mm dia as per Standard Plan for Highways Bridges Vol-4, DRG.No.2LDF/MISC with grating arrangements at top as shown in the drawing and 100mmdiadrainage spout projecting atleast 300mm beyond the bottom of deck slab as shownin the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc, complete as per section 2705 of MoRT&H specification (V Revision). |
| 18 | Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridges works published by Ministry of Surface Transport ( Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue test structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per MoRT&H specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects,etc as per section 2600 of MoRT&H specification (V Revision). |
| 19 | Compacted Cement Concrete M15 (Nominal mix) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,cost of formwork, including all labour charges for mixing, transporting, laying, hire charges for Tools and plants, compacting, curing with all leads for soft water and including all other incidental charges, formwork etc., complete, For BASE COURSE BELOW APPROACH SLAB, FOORPATH RAMP as section 1500, 1700 & 2704 of MoRT&H Specification (V Revision). |
| 20 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying, curing concrete with all leads for soft water, hire charges for tools and plants, including all other incidental charges,formwork etc., complete FOR FOOTPATH RAMP as persections 1500, 1700 & 2704 of MORT&H Specifications (FifthRevision) |
| 21 | Vibrated reinforced Cement Concrete M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including form work, labour charges for mixing, laying, curing concrete, soft water, hire charges for Toolsand Plants, including all other incidental charges, etc., complete for APPROACH SLAB as per section 1500, 1700 & 2704 of MoRT&H Specification (V Revision). |
| 22 | Vibrated Cement Concrete M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to section 2702.2 of MoRT&H V revision, using ISS HBG graded metal, including cost and conveyance of all materialsto work site including cement at siteincludinglabour charges for mixing concrete, laying,hire charges for tools and plants, compacting, curing with all leads for potable water, includingall other incidental charges formwork etc.,completeFOR WEARING COAT OVER DECK SLAB and APPROACH SLAB as per section 2702.2 of MORT&H Specification (V Revision). |
| 23 | Providing and fixing Weep holes with Class 1 PVCof 100 mm dia of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from the backfill as per Section 2706 ofMORT&H Specifications (FifthRevision) |
| 24 | Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter material as per appendix6 of IRC:78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per cl. 710.1.4 & Appendix 6 of IRC 78- 2014. |
| 25 | FILLING BEHIND ABUTMENTS AND RETURN Walls as per Appendix 6 of IRC:78-2014 with filling material having Ø value more than 35° free from cohesion,including cost and conveyance to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering with all leads and lifts for water and all other incidental charges, etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014.. |
| 26 | Supply and fabrication ofFe-500D Grade Steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing thereinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per section 1009.3 & 1600 of MORT&H specification (V Revision). |
| 27 | Supply and fabrication of Fe-240 (Mild steel Grade-I) steel required of all RCC items of work involved in the schedule including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete as per section 1600 of MORT&H specification (V Revision).. |
| 28 | Providing RCC Retaining Wallat Km 5/2 of Banavaram - Sendamangalam - Ganapathipuram Road (3.8m above sill)-BanvaramSide |
| 29 | Earthwork excavation in soft disintegrated rock not requiring blastingand hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS . |
| 30 | Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4,using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW THE FOOTINGS OF RCC RETAINING WALLS . |
| 31 | Vibrated Reinforced Cement Concrete M30 Design Mix Using 40mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS OF RCC RETAINING WALLS. (below sill) |
| 32 | Vibrated Reinforced Cement Concrete M30 Design Mix Using 40mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS .( above sill) |
| 33 | Supply and fabrication ofFe-500D (HSD) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing thereinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per section 1009.3 & 1600 of MORT&H specification (V Revision). |
| 34 | Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE RETAINING WALLS, - |
| 35 | Providing RCC Retaining Wallat Km 5/2 of Banavaram - Sendamangalam - Ganapathipuram Road (3.0m above sill) -mahendravadi side |
| 36 | Earthwork excavation in soft disintegrated rock not requiring blastingand hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS .. . |
| 37 | Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4,using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW THE FOOTINGS OF RCC RETAINING WALLS . |
| 38 | Vibrated Reinforced Cement Concrete M30 Design Mix Using 40mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS OF RCC RETAINING WALLS. (below sill) |
| 39 | Vibrated Reinforced Cement Concrete M30 Design Mix Using 40mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS .( above sill |
| 40 | Supply and fabrication ofFe-500D (HSD) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing thereinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per section 1009.3 & 1600 of MORT&H specification (V Revision). |
| 41 | Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE RETAINING WALLS, - |
| 42 | ProvidingApproach Roadat Km 5/2 of Banavaram - Sendamangalam - Ganapathipuram Road |
| 43 | Excavation including removal and satrisfactoryu disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the engineer using Casted earth with a lead of 10 km for formation of approach road for 95% COMPACTION. |
| 44 | Excavation including removal and satrisfactory disposal of all materials necessary for the construction fof road way and side drains in accordance with specificatios and the lines, grades and cross sections in the drawings or as indicated by the Engineer using Carted Earth with a lead of 10 km for formation of Approach road for 97% COMPACTION. |
| 45 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removalof other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. |
| 46 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401grade V |
| 47 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401grade III |
| 48 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 49 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it , including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 |
| 50 | Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 |
| 51 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion(RS1) per 10 sqm for preparatory to another bituminous construction over it including cost ofmaterial, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 |
| 52 | Providing, laying 80 mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hot mix plant 20-30 ton capacity,conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75 mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5 |
| 53 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30/VG40 bitumen for pre mixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in centralhotmix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections andconsolidated by 8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/ 9m paver finisher, Vibratory/ Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 54 | Providing Diversion Road for the work ofConstruction of High Level Bridge at Km. 5/2 of Banavaram - Sendamangalam - Ganapathipuram Road (M577) in lieu of existing causeway |
| 55 | Providing and laying Carted Earth with an average lead of 10.00Km including cost and conveyance of earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting using power roller, tamping, ramming under optimum moisture content to obtain the maximum density including hire and fuel charges for water sprinkler, power roller and all other incidental charges etc. complete as per standard specification - 95% & 97% as per MORT&H No.305 (vth rev) |
| 56 | Construction of Granular Sub-Base Grade V of 100mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreadingin uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete for formation of Diversion road as per clause 401 of MORT&H Rev 5(Specification Number as per MORT&H Rev.V 111,112,401,900) |
| 57 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Diversion roadas per clause 406 of MORTH Rev-5(Specification Number as per MORT&H Rev.V 111,112,406,900) |
| 58 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of DIVERSION road as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900) |
| 59 | Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of DIVERSION road as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900) |
| 60 | Providing laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness using using 0.0162 cum of 13.20-11.20mm, 0.1404 cum of 11.2-5.6mm, 0.0729 cum of 5.60- 2.80mm, 0.0405 cum of 2.80mm and below (Type B) graded HBG metal using 19kg of VG30 bitumen for 10sqm including premixing at CMP, conveyance by tipper lorry, laying by paverfinisher and rolling by Vibratory Roller including cost and conveyance of all materials, hire charges of all T&P all labour charges, fuel and and all other incidental charges etc., Completeas per specification using CMP as per clause 508 of MORTH Rev-5 II.I. |
| 61 | Dismantlingthe existing piped causeway for thework ofConstruction of High Level Bridge at Km.5/2 of Banavaram - Sendamangalam - Ganapathipuram Road (M577) in lieu of existing causeway |
| 62 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, 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. (PCC) |
| 63 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, 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. (RCC) |
| 64 | Providing Road Furnitures at Km.5/2 of Banavaram - Sendamangalam - Ganapathipuram Road |
| 65 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation. |
| 66 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall. |
| 67 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. |
| 68 | Supply and fabrication of Tor steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. Vspecifications No.1600. |
| 69 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost of cement procurred by contractor including cost and labour charges for mixing concrete,transporting formwork, centering, labour charges for laying, compacting, curing with soft portable water ,working in all depths including hire running and fuel charges for tools and plants and all incidental charges etc., complete for Wing wall and Parapet. |
| 70 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 40mm ISShard broken granite metal including cost and conveyance of all materials to site including cost of cement procurred by contractor including cost and labour charges for mixing concrete,transporting formwork, centering, labour charges for laying, compacting, curing with soft portable water ,working in all depths including hire running and fuel charges for tools and plants and all incidental charges etc., complete for PCC retaining wall |
| 71 | Providing Pier & Abutment Protection Workof Banavaram - Sendamangalam - Ganapathipuram Road (M577) in lieu of existing causeway |
| 72 | Compacted plain Cement concrete of grade M15 (Nominal Mix) using 20mm ISS HBGmetal including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, layingcompacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, coffer dams, shoring, structing etc., completeas per relevant statndard specification, BELOW FOOTING UNDER ABUTMENTS & PIERS as per section 2100 of MoRT&H specification (V Revision) (1.50 m Height) |
| 73 | Compacted plain Cement concrete of grade M10 (Nominal Mix) using 20mm ISS HBGmetal including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, layingcompacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, coffer dams, shoring, structing etc., completeas per relevant statndard specification, BELOW FOOTING UNDER ABUTMENTS & PIERS as per section 2100 of MoRT&H specification (V Revision) (1.50 m Height upto sill level) |
| 74 | Providing road Furniturefor Constructionof High Level Bridge at Km11/6 ofkilveethi- Minnal- Ameerpet Road (M792)in lieu of existing causeway. |
| 75 | Providing and erecting Single sided Single GuardMetal Beam Crash Barrier System (Type - A, “W”Single Guard)1.80m high, comprising of 3mm thickwall “W” beams posts and spacer channels shall bemade by cold roll forming using HR conform to IS5986 Fe 410/360 and dip galvanized having ZincMass of 550gms/ sqm, minimum 700 mm aboveroad/ ground level fixed on ISMC series channelvertical post 150x75x5mm spaced 2m center tocenter 312mm x 83mm flange width x 3mm thick,4318mm long post directly embedded in the concrete(M15) pit size 350x350x800mm for a depth of1100mm below ground. All fixing bolts and nuts hotdip galvanized conforming to IS:1367 clause 4.60 allcomplete as per Technical Specification of IRC 1192015 and as directed by the Engineer-in-charge |
| 76 | Providing and laying Hot applied Thermoplastic compound 2.50 mm thick including reflectorising Glass Beads @ 250 gms per sqm, area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to be level uniform and free from streaks and holes etc., complete (as per MORT & H specification No. 803). |
| 77 | Providing and fixing Reflective road studs of Category A raised pavement markers made out of poly carbonate / ABS moulded body confirmaing to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circluar no. RW / NH. 33023 / 10/ 97 - DO.IIIdt 11.06.97. The height, width and length shall not be less than 15 mm, 90mm and 100 mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35 + /- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of MORTH circular. The srength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30 +/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and conforming to IRC-35 -2015 guidelines and MoRTH specification 804 etc., complete |
| 78 | Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100cm high above ground level, painted at alternatively black and white in 15cm wide strips, fitted with 80 x 100mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&H Specification No.806) |
| 79 | Providing and Erecting of Retro - Reflectorised cautionary,mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick\" Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm sine including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactor completion of the work as directed by the engineer in charge. High intensity Retro - Relectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. as per MORT&H Specification No.801 |
| 80 | 60 cm Circular Board |
| 81 | 90 cm Equilateral Triangular |
| 82 | Rectangular - 80cm x 60 cm |
| 83 | 90 cm High Octagon |
| 84 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick\" Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm sine including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactor completion of the work as directed by the engineer in charge. High intensity Retro - Relectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. as per MORT&H Specification No.801.(size 30cm x 90 cm Rectangular) |
| 85 | Providing and erecting Direction and place identification retro-refelectorised sign as per IRC: 67 - 2010 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick fixed on back supporting frameand supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Sign board made of Retro Reflective Type IV sheeting, ASTM D4956 specification - More than 0.90 sq.m) |
| 86 | Sub Total Bid Price (in figures) |
| 87 | GST @ 18% of above all Schedules (in figures) |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
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