Construction of High level Bridge at km 6/10 of N.C.Veeralur road

Amount

Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps 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 ABUTMENTS AND PIERS as per Section 300 of MORT&H Specifications (Fifth Revision)

Earth work excavation in rock not requiring blasting(SDR,soft rock), including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps 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 ABUTMENTS AND PIERS as per Section 300 of MORT&H Specifications (Fifth Revision)

Vibrated plain cement concrete of grade M10 (Nominal mix 1:3:6) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOOTING UNDER ABUTMENTS & PIERS as per Section 2100 of MORT&H Specifications (Fifth Revision)

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm 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, 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, strutting etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS & RETURN WALLS as per Sections 2100,1500 & 1700 of MORT&H Specifications (Fifth Revision)

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm 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, 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, strutting etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per Sections 2100,1500 & 1700 of MORT&H Specifications (Fifth Revision)

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 but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENT AND RETURN WALLS as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)-below sill level

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 but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENT AND RETURN WALLS as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)-above sill level

Vibrated reinforced CementConcrete 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, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for BED BLOCK CUM DIRTWALL AND PEDESTAL OVER ABUTMENTS as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)

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, 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, hire charges for tools and plants, including all other incidental charges, etc., complete for PIERS 1800mm dia as per Sections 1500, 1700 & - 2200 of MORT&H Specifications (Fifth Revision) -below sill

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, 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, hire charges for tools and plants, including all other incidental charges, etc., complete for PIERS - 1800mm dia as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)-above sill

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, but excluding cost and fabrication of steel but including cost of formwork labour charges for mixing transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc. complete for CAPPING BEAM AND PEDESTALS OVER PIERS as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)

Supply and fixing of Elastomeric bearing of size 63 x 45 x 9.6 cm including 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 (Fifth Revision) and IRC:83-2015 (Part-II)

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, 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, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for T-BEAMS and/ CROSS BEAMS as per Sections 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision)

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, but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for DECK SLAB, KERBS & FOOTPATH as per Sections 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision)

Vibrated reinforced Cement Concrete of grade M30 (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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for HANDRAILS AND POSTS as per Section 2703.3 of MORT&H Specifications (Fifth Revision)

Vibrated reinforced Cement Concrete of grade M40 (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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for CRASH BARRIER ON INNER EDGE OF FOOTPATH as per Sections 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision)

Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing no. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised fron pipes and flats and fixing them in position, etc... complete as per Section 2705 of MORT&H Specifications (Fifth Revision).

Vibrated Plain Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, potable water, tools and plants and incidental charges etc., complete as per relevant standard specification, for CC PARAPET UPTO APPROACH SLABS as per Sections 1500 & 1700 of MORT&H Specifications (Fifth Revision)

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge 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 tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MORT&H Specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per Section 2600 of MORT&H Specifications (Fifth Revision)

Vibrated Plain Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing Concrete, laying, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB, FOOTPATH RAMP & FOOTPATH RAMP as per Sections 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision)

Vibrated reinforced cement concrete of grade 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 including cost of form work, labour charges mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for APPROACH SLAB as per Sections 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision)

Vibrated Cement Concrete of grade M30 (Design mix) 75 mm uniform thick with surface reinforcement conforming to Section 2702.2 of MORT&H (Fifth revision), using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing with all leads for potable water, including all other incidental charges formwork, etc., complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Section 2702.2 of MORT&H Specifications (Fifth Revision)

Providing and fixing Class 1 PVC seepage pipes of 100 mm dia of required lengths for abutments and wing walls including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain the backfill as per Section 2706 of MORT&H Specifications (Fifth Revision)

Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter material as per Appendix 6 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 CI.710.1.4 & Appendix-6 of IRC: 78-2014

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

Supply and fabrication of Fe-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 overlapping 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 persection 1600 of MORT&H Specifications (Fifth Revision)

Supply and fabrication of Fe-240 (grade-1) 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 overlapping 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 Specifications (Fifth Revision)

Providing and fixing CLASS I PVC seepage pipes of 150 mm dia of required lengths BELOW SAFETY KERB (UTILITY PIPE) including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill as per cl 2706 of MORT&H specification (V Revision)

Earthwork excavation in soft disintegrated rock not requiring blasting except 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 DRESSING THE BED UP TO SILL LEVEL

SUB ESTIMATE - APPROACH ROAD Providing and laying Carted Earth with an average lead of 3.00Km 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 et. complete as per standard specification as per MORT&H No.305 (vth rev) "

95% Compaction

97% Compaction

Providing and laying Granular Sub-Base on prepared sub grade using grading-V materials in accordance with the requirements of the specification.The material shall be laid in one or more layers as sub-base as nessary according to line graders and cross section shown in drawings or as directed by the Engineer MORTH No 111,112,401 and 900) for Approach road

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve 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 for Approach road

Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm for preparatory 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 for Approach road

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 over it including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 for Approach road

Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical sensor paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t 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. For Approach road

Sub Estimate for Diversion Road; Providing and laying Carted Earth with an average lead of 3.00Km 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 et. complete as per standard specification - 95% as per MORT&H No.305 (vth rev)

Providing and laying Carted Earth with an average lead of 3.00Km 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 et. complete as per standard specification - 97% as per MORT&H No.305 (vth rev)

Construction of Granular sub-base Grade-V 150mm thick 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 401

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve 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

Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm for preparatory 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 for Approach road

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 over it including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 for Approach road

Providing laying and rolling of close graded premix carpet of compacted 20mm thickness 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 og VG30 bitumen for 10sqm including premixing at CMP, Conveyance by tipper lorry, laying by paver finisher and rolling by vibratory roller including cost and conveyance of all materials, hire charges of all T& P all labour charges , fuel and all other incidental charges etc., complete as per specification using CMP as per clause 508 of MORTH Rev5

Laying, Hoisting and fixing RCC Pipes conforming to IS 458 of NP3 class of 1000 mm dia of standard length in position with Collars including cost and conveyance of Pipes and Collars which will be supplied by the contractor himself at worksite including all labour charges for hoisting and laying the pipes and fixing in position, packing joints in Cement Mortor 1:4 and all other incidental charges etc., complete as per the standard specification No.2900

Providing and fixing the sand gunny bags including and filling up the empty cement gunny bags with sand, stitching them, conveying the same to site staking as directed within a lead of 10m

SUB ESTIMATE - DISMANTLING Dismantling the plain cement concrete and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete Under 3m height

Dismantling the Existing Reinforced cement concrete PIPES and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete Under 3m height

SUB ESTIMATE - RCC RETAINING WALL (Height -7.296m) Earth work excavation in all classes of soils, except hard rock,including sand with pebbles, disintegrated rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specifation, for foundation of RCC RETAINING WALL as per MORT&H Vth Revision 304

A1 side

A2 side

Plain Cement concrete M10 ( Nominal mix ) 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section relevant standard specification for LEVELLING COURSE below footing of Reatining wall. as per MORT&H Vth Revision 1000, 1500, 1700

A1 side

A2 side

Vibrated Reinforced Cement Concrete of grade M 30(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete as per section 1000, 1500 & 1700 of MORT&H specification for FOOTING OF R.C.C RETAINING WALL.

A1 side

A2 side

Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size 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 wok and centering, soft water, all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALL as per MORT&H Specificaton No.1000, 1500, 1700, 2200 Below Sill Level

A1 side

A2 side

Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size 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 wok and centering, soft water, all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALL as per MORT&H Specificaton No.1000, 1500, 1700, 2200 Above Sill Level

A1 side

A2 side

Vibrated Cement Concrete of Grade M-20, Nominal Mix, Using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, FOR Broken parapets as per MORT&H Vth Revision 1000, 1500, 1700

A1 side

A2 side

Providing and fixing PVC Pipes of 100 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill. as per MOR&H Vth specification No.2706

A1 side

A2 side

Supply and fabrication of Fe-500D (HYSD) 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 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 cl 1600 of MORT&H specification (V Revision)

A1 side

A2 side

SUB ESTIMATE - PCC RETAINING WALL at A1 and A2 Side (3.5m Height) Earthwork excavation in all classes of soil except 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 out 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 111,112,304 for FOUNDATION OF RETAINING WALL

Plain Cement Concrete M-10 Grade, Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course MORHT No.1000,1500,1700,2100 & 2200

Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, 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 as per relevent standard specification for Footing of retaining walls MORHT No.1000,1500,1700,2100 & 2200

Vibrated Cement Concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, 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 as per relevent standard specification for Stem of retaining walls MORHT No.1000,1500,1700,2100 & 2200

Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings MORHT No.2706

Sub Total Bid Price (in figures)

GST @ 18% of above all Schedules (in figures)

APU CONSTRUCTIONS

K.S.RAJENDRAN