Tender Notice No 01 2022 23 CMDP DO dt 16.05.2022

Amount

Earth work excavation in all classes of soils and transporting the soil, 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 and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation,for FOUNDATION OF PILECAP UNDER ABUTMENTS & PIERS as per Section 300 of MORT&H Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal Bored-cast-in situ piles of 1000mm diameter, as per Cl.709.1.9 of IRC:78-2014,including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 10 km including forming of working platform over the river bed for accomadating piling equipment forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap and provision of temporary liner, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per Sections 1100 & 1700 of MORT&H Specifications (Fifth Revision).

Vibrated Plain Cement Concrete of grade M15 (Nominal mix) 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, strutting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOUNDATION OF PILECAP UNDER ABUTMENTS & PIERS as per Sections 1100 & 2100 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 excluding cost of steel but including cost of formwork,potable 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 PILECAPS UNDER ABUTMENT AND PIERS as per Sections 1100,1500 & 1700 of MORT&H Specifications (Fifth Revision).

Filling with Quarry fines (stone dust) uniformly to the entire depth not exceeding 250 mm thick of CBR 6% as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity earth rammers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections complete for Pile Cap, Abutment and as directed by the departmental officers and as per MORT&H - 5 REV specifications 305

Vibrated Cement Concrete of grade M20 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel 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 bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for Plugging the Pile Cap portion of Abutment, Pier (Using OPC) as per MORT&H - 5 REV specifications 1000,1500,1700&2300.

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, potable water,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 WALL SUBSTRUCTURE as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete M35 grade (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 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 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 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 OVER PIERS as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision).

Providing and fixing the Elastomeric bearing of size 500x 400x 80mm 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).

Providing and fixing the FIXED POT CUM PTFE bearing in position complete as specified in the working drawings including cost and conveyance to work site, labour for fixing the bearing in position, cost of samples and their testing as required under the specification in Section 2006 of MORT&(H) SPECIFICATION FIFTH REVISION and all other incidental charges etc., complete

Providing and fixing the FREE SLIDING TYPE POT CUM PTFE bearing in position complete as specified in the working drawings including cost and conveyance to work site, labour for fixing the bearing in position cost of samples and their testing as required under the specification in Section 2006 of MORT&(H) SPECIFICATION FIFTH REVISION and all other incidental charges etc., complete.

Providing and fixing the TRANSVERSE GUIDED TYPE POT CUM PTFE bearing in position complete as specified in the working drawings including cost and conveyance to work site, labour for fixing the bearing in position cost of samples and their testing as required under the specification in Section 2006 of MORT&(H) SPECIFICATION FIFTH REVISION and all other incidental charges etc., complete

Providing and fixing the LONGITUDINAL GUIDED TYPE POT CUM PTFE bearing in position complete as specified in the working drawings including cost and conveyance to work site, labour for fixing the bearing in position cost of samples and their testing as required under the specification in Section 2006 of MORT&(H) SPECIFICATION FIFTH REVISION and all other incidental charges etc., complete

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 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 as per Sections 1500,1700 & 2300 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 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 CAST IN SITU BOX GIRDER WITH DECK SLAB as per Sections 1500, 1700 & 2300 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 as per Sections 811,1700 & 2703.3 of MORT&H Specifications (Fifth Revision).(Trestle portion & Return wall)

Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing 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 Iron pipes and flats and fixing them in position, etc.,. complete as per Section 2705 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 ) 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,transporting,laying and curing concrete, laying, hire charges for Tools and plants, with all leads for potable water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB 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, potable water ,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) with surface reinforcement using 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 Cl. 2702.2 & 1700 of MORT&H Specifications (Fifth Revision).

Providing and fixing Class 1 PVC seepage pipes of 100 mm dia of required lengths for Abutments, Return walls & Retaining 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 600 mm thickness using filter material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labours and other incidental charges, etc complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014.

Filling behind Abutments and Return walls with Quary fines PHI Value more than 30 degree including cost and conveyance of Quarry fines 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 & Cl.305 of MORT&H Specifications (Fifth Revision).

Supply and fabrication of Fe-500D grade steel with suitable anticorrosive treatment or CRS or HCRM 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 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 Specifications (Fifth Revision).

Supply and fabrication of Fe-240 grade steel with suitable anticorrosive treatment /CRS/HCRM 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 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 Specifications (Fifth Revision).

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead complete as per relevant MORT&H specification Clause 200 & 501.

Cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers.

Earth work Excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts 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 and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 304 for Slip road.

Formation of Embankment Sub grade with carted earth from the approved source as directed by the departmental officers with not less than CBR 6 % including the cost and conveyance of earth to site , spreading the Earth Uniformly in layers of not exceeding 250 mm thick as directed by departmental officers including the compaction each layers to the required density in accordance with IS 2720 part VII at 95 % proctor density for embankment and shoulders & 97% for Subgrade keeping the moisture content of earth at the time of compaction within the range of 1% above and 2.5 below the OMC determined and plasticity index value of not more than 20 and liquid limit value not greater than 40 in accordance with IS2720 using required capacity rollers in order to achieve the required density in layers including watering with all leads for water and finishing the surface to line and grades , sections as directed by the departmental officers and including hire charges and running charges for rollers and all other tools and plants employed for the work and all labour charges widening the embankment including the compacting the original ground with the power rollers etc complete as per clause 304 MORT&H specification Rev.5 for Slip road.

Constructing Granular Sub-Base course with all lifts and leads all complete as per MORT&H specifications Clause 401 confirming to table 400-1 & 400-2 Grading V. Construction of Granular Sub- Base(GSB) in two layers by mechanically mixing well-graded materials, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown in the drawing for Slip road.

Providing and laying Wet Mix Macadam Base Course of 250mm compacted thickness in two layers of 125 mm thick or else as specified on the prepared sub base with graded stone aggregates and granular materials of quality size and grading placed in layers as specified , including mixing in base plant , spreading in uniform layer with motor grader and compaction with vibrating rollers of 80 to 100KN static weight and fine dressing to required grade and cross slope as shown in the drawing as per MORTH&H Specifications Clause 406 for Slip road.

Providing and laying prime coat over WMM surface using 7 kg of Emulsion Bitumen(SSI) 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 Slip road .

Providing and laying Tack coat over WMM/WBM surface ( treated with primer) using 2.50kg of Bitumen Emulsion (RS-1) per 10 Sqm for preparatory to the another bituminous construction over it, including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause503 of MORTH Rev-5 for Slip road..

Providing and laying Tack coat over Bituminous surface ( treated with primer) using 2.00kg of Bitumen Emulsion (RS-1) per 10 Sqm for preparatory to the another bituminous construction over it, including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause503 of MORTH Rev-5.

Providing and laying 75 mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 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 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne 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 505 of MORTH rev-5 for Slip road

Providing and laying 75 mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG30/ VG40 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 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne 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 505 of MORTH rev-5 for Slip road.

Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG40 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne 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- 30 t 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 Slip road.

Vibrated Reinforced Cement Concrete M 40 grade design mix using ISS HBG metal including cost and conveyance of all materials to site and cement but excluding cost and fabrication of steel including labour charges for mixing, laying, transporting and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for End Crash Barrier below Grade Separator as per MORT&H Vth Revspecifications 1000, 1500, 1600, 1700 & 2300.(Pier protection)

Filling in the Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 305 of MORTH Specifications.

Dismantling of existing RCC structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per relevant MORT&H specification of 202

Supply and fabrication of Fe-500D grade steel with suitable anticorrosive treatment or CRS or HCRM 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 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 Specifications (Fifth Revision).

Earth work Excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and transporting the soil after backfilling as directed by the Engineer in charge with all leads and lifts 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 and clearing the site and disposal of all surplus materials, dressing the bed up to required level etc., complete as per relevant standard specification MORT&H clause 304 for Drain cum footpath and Kerb.

Plain Cement concrete M15 Grade using 20mm ISS size 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 for Levelling course below Drain, and Kerb (Using OPC), as per relevant MORT&H SPECIFICATIONS 1000&2100.

Filling with Quarry fines (stone dust) uniformly to the entire depth not exceeding 250 mm thick of CBR 6% as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity earth rammers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections complete for existing drain on Sardar patel road as directed by the departmental officers and as per MORT&H - 5 REV specifications 305.

Vibrated Cement Concrete of grade M20 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel 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 for providing 250 mm depth temporary concrete road for divertion on sardarpatel road LHS as per MORT&H - 5 REV specifications 1000,1500,1700&2300.

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and cost cement at site excluding cost and fabrication of steel 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 bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for Drain base slab, Wall, Cover Slab and Kerb (Using OPC) as per MORT&H specifications 1000, 1500, 1600, 1700 & 2300.

Supply and fabrication of Fe-500D grade steel with suitable anticorrosive treatment or CRS or HCRM 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 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., for drain complete as per Section 1600 of MORT&H Specifications (Fifth Revision).

Supply and fixing of Heavy duty FRC man holes Cover with Frame of size 600 mm dia along road both sides at 5 m C/C as per SP-IRC:50-1999 as directed by the departmental officers along the drains as per standard specifications.

Proving Mild Steel welded work Grating Frames for drain @ intervel of 5 m including cost of Screens and welding rods or bolts and nuts complete fixed in position as directed by Engineer in charge and as per relevant MORT&H specification Clause 1900.

Providing Flooring with CC Prepolished Anti skid step tiles like Eurocon, Dora tiles in cement mortor 1:2 - 20 mm thick for Footpath complete complying with standard specification. (The make and brand of the tiles should be got approved by Divisional Engineer before use on works).

Providing and applying primer and two coats of 100 % Acrylic breathable, Anti -carbonation , Waterproof, Heat insulating ,Decorative exterior coating of approved shade after applying a primer coat of same material and apply two coats of Mix 1 Ltr with 400 - 500 ml water, it shall be applied as per manufacture specification.Acrylic paint shall be spray/brush/roller applied and shall conform to the following properties.Carbon dioxide diffusion equivalent air layer thickeness (DIN EN 1062 -6) > 100 m; Carbon dioxide diffusion resistance co efficient (DIN EN 1062 -6 ) >105; Elongation of cured film shall be as pere ASTMD 2370/98 > 400 % ; Chloride Iron Diffusion (ASTM C 1202) =Zero Penetration;Adhesion to concrete (ASTM D 4541)>2 N /mm2; Solar Reflective Index (ASTM E 1980 - 11,EN 673:2011, EN 410:2011)>104. The inter - coat gap to be 24 hours. The rate shall include complete treatment mentioned above and shoud not be less than DFT 200 -225 Microns for primer and two coats as per relevant MORT&H specification Clauses 1906,2808

One coat of primer and Two coats of colour painting with alternate strips of White /Yellow and Black colour with enamel paint and as directed by the departmental officers including cost of material and labour scaffolding charges, water, labour charges for providing scaffolding at different height for complete for Crash Barrier (Zebra Strip Painting) as per relevant MORT&H specification Clauses 1906

Dismantling of Flexible Pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately complete as per relevant MORT&H - V revision specification Clause 200 for Approach portion.

Earth work Excavation in all classes of soils except hard rock requiring blasting and transporting the exess soil after back filling 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 excavation backfilling, and clearing the site and disposal of all surplus materials etc. complete for Retaining wall as per relevant MORT&H - V revision specification Clauses 301 & 304.

Vibrated Cement concrete M15 Grade using 40mm ISS size 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 for Levelling course below Retaining Wall (Using OPC) as per relevant MORT&H specification Clauses 1000 & 2100

Vibrated reinforced cement concrete M35 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc., complete for Retaining wall base slab, stem (Using OPC).as per relevant MORT&H - V revision specification Clauses 1000,1500, 1700 & 2300.

Providing FILTER MEDIA behind retaining wall for 600 mm thickness using filter material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labours and other incidental charges, etc complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014.

Construction of Reinforced Earth Wall, Facia Works (left & right) including Earth work excavation for entire approach, Casting of precast facia elements of 180 mm thick in RCC M35 grade concrete as per specifications given including positive connections , joints, fittings, soil reinforcing elements , geostrips, erection of facia and laying of soil reinforcing element, along with necessary insitu concrete works for foundation pad as well as coping and providing Half perforated drain pipes wrapped with Geotextiles and including filter media and filling materials for the entire approaches using quarry fines with material whose effective angle of friction not less than 30 degree behind the wall as needed for necessary drainage arrangement with outlets including transporting from casting yard to site, design and proof checking, Supervision charges and other incidental charges complete as specified /manufacturer's requirement and as per the MORT&H - V revision Specifications 3100, BS 8006 (Latest Version) and the system supplier shall provide performance bond and same shall be valid for atleast 20 years as per MORT&H - V revision Specifications 3108.

Plain Cement concrete M15 Grade using 20mm ISS size 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 kerb for RE wall as per the MORT&H - V revision Specifications Clause 1000 & 2100 for levelling Course below Friction slab.

Vibrated Reinforced Cement Concrete M 40 grade design mix using ISS HBG metal including cost and conveyance of all materials to site and cement but excluding cost and conveyance and fabrication of steel including labour charges for mixing, laying, transporting and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Friction Slab with crash barrier and retaing wall portion crash barrier as per relevant MORT&H - V revision specification Clauses 1000,1500,1700 & 2300

Construction of Sub grade with Quarry fines from the approved source as directed by the departmental officers with not less than CBR 6 % including the cost and conveyance of earth to site , spreading the Earth Uniformly in layers of not exceeding 250 mm thick as directed by departmental officers including the compaction each layers to the required density in accordance with IS 2720 part VII at 97 % proctor density for keeping the moisture content of earth at the time of compaction within the range of 1% above and 2.5 below the OMC determined and plasticity index value of not more than 20 and liquid limit value not greater than 40 in accordance with IS2720 using required capacity rollers in order to achieve the required density in layers including watering with all leads for water and finishing the surface to line and grades , sections as directed by the departmental officers and including hire charges and running charges for rollers and all other tools and plants employed for the work and all labour charges widening the embankment including the compacting the original ground with the power rollers etc. complete as per clause 304 MORT&H specification Rev.5

Constructing Granular Sub-Base course with all lifts and leads all complete as per MORT&H specifications Clause 401 confirming to table 400-1 & 400-2 Grading V. Construction of Granular Sub- Base(GSB) in two layers by mechanically mixing well-graded materials, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown in the drawing

Providing and laying Wet Mix Macadam Base Course of 250mm compacted thickness in two layers of 125 mm thick or else as specified on the prepared sub base with graded stone aggregates and granular materials of quality size and grading placed in layers as specified , including mixing in base plant , spreading in uniform layer with motor grader and compaction with vibrating rollers of 80 to 100KN static weight and fine dressing to required grade and cross slope as shown in the drawing as per MORTH&H - V revision Specifications Clause 406

Providing and laying prime coat over WMM surface using 7 kg of Emulsion Bitumen(SSII) 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

Providing and laying Tack coat over WMM/WBM surface ( treated with primer) using 2.50kg of Bitumen Emulsion (RS-1) per 10 Sqm for preparatory to the another bituminous construction over it, including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause503 of MORTH Rev-5

Providing and laying Dense Bituminous Macadam of 75 mm consolidated thick using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm and below and with 71.3kg of VG40 Bitumen for premix per/10sqm including cost and conveyance of all material 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 truck to works site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross section and compacted by vibratory roller to required density etc. including labour for attending to paver at site etc. including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory roller and all other incidental charges including fuel and all other incidental charges etc. complete as per specification using CMP as per clause 505 MORTH Vth Revision for existing road surface.

Providing and laying Dense Bituminous Macadam of 75 mm consolidated thick using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm and below and with 71.3kg of VG40) Bitumen for premix per/10sqm including cost and conveyance of all material 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 truck to works site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross section and compacted by vibratory roller to required density etc. including labour for attending to paver at site etc. including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory roller and all other incidental charges including fuel and all other incidental charges etc. complete as per specification using CMP as per clause 505 MORTH Vth Revision for Approach portion.

Providing and laying Bituminous Concrete 40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50- 2.36mm and 0.26cum of 2.36 and below with 50.30 kg of VG40 (30/40) bitumen for premixing per/1Osqm 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne power roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, power rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH 5th revision.

Supply and fabrication of Reinforcement steel of grade Fe 500 D CRS or HCRM or Anti corrosive Tretment , for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per the MORT&H - V revision Specifications Clause 1600 for Retaining Wall and Friction slab with Crash Barrier on RE Wall portion.

Dismantling of existing stone Masonry structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead of 10 km as per relevant MORT&H specification of 202 for existing compound wall

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 specifation,for PILECAP & ISOLATED FOOTING as per Section 300 of MORT&H Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20 mm ISS HBG graded metal Bored-cast-in situ piles of 450 mm diameter, as per Cl.709.1.9 of IRC:78-2014,including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILE as per Sections 1100 & 1700 of MORT&H Specifications (Fifth Revision).

Vibrated Plain Cement Concrete of grade M15 (Nominal mix) 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 FOUNDATION OF PILECAP & COMPOUND WALL as per Sections 1100 & 2100 of MORT&H Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M25 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,potable 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 PILECAP as per Sections 1500, 1700 & 2100 of MORT&H Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M30 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, potable water, 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 COLUMN & COMPOUND WALL as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision).

Supply and fabrication of Fe-500D grade steel with suitable anticorrosive treatment or CRS or HCRM 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 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 for compound wall and security room as per Section 1600 of MORT&H Specifications (Fifth Revision).

Providing steel grill fencing arrangements above the compound wall which includes the cost of steel, labour charges for fabrication, fixing the steel grill in position by welding, concreting and painting etc., including all other incidental charges etc., complete

Plastering with cement mortar 1:3 12 mm thick over a Concrete surface including cost and conveyance of all materials to site soft water, labour charges for curing etc., complete as per relevant standard specifications for plastered wall surface.

Painting the compound wall and Security Room two coats with approved weather proof Exterior Emulsion paint over one primer coat of over cement plastered wall surface ect., complete complying with standard specification.

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column, footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)

a) For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.complete

b) For plane surfaces such as rectangular or square RCC colums, sunshades, top and bottom slab of RCC boxing etc

Vibrated Reinforced Cement Concrete of grade M20 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, potable water, 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 SECURITY ROOM as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision).

Brick walls using best quality II class Ground moulded chamber burnt bricks of size 9" x 4-3/8" x 2-3/4" in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately)

Flooring with following double charged vitrified tiles of size 600x600x 8 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Divisional Engineer before use on works).

Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.

Filling the Soil below the floor level of Security room with proporer compaction taken from Borrow Areas including coveyance cost of material ,labour chagrge ect...complete as per standard specification and as directed by the deparmental officers.

Supplying, fabricating and fixing in position of aluminium anodized DOOR partly half glazed at top and half panelled at bottom with frame made out of box section 101.6 x 44.5 x 3.18 mm thick @ 2.319 kg/m door shutters made out of box section 47.1 x 44.45 x 2.50 mm @ 1.202 kg/m for vertical slide and top, lock rail sections of size 50 x 44.5 x 2.5 mm @ 1.292 kg/m and bottom 100.4 x 44.45 x 2.5mm @ 1.974 kg/m using clips of size 17.15 x 17.27 x 1.50 mm @ 0.176 kg/m with neccesary metal screws, rubber beadings, strike plate type handle of size 100 x 30 x 1.60 mm @ 0.988 kg/m on both sides, tower bolts, lock pivot arrangements and top half portion with 5.50 mm thick plain glass and bottom half portion with one side pre-laminated board (MDF) 12mm thick for panelled portions with one number of hydraullic door closure of approved quality using alluminium extruded section body tubular type universal with double speed adjustment with ISI Monogram including cost of furniture fitting such as pivot, hinges, tower bolt, lock, door stopper and all materials , labour power consumtion required for fabrication,drilling required for fabrication,drilling holes in RCC columns, floor slabs, Masonry walls wherever neccessary with power drills to the required extent and make the same to original condition after fixing and as directed. All the alluminium sections are to be anodized with mat finish under electrical controlled condition in accordance with IS:1868 - 1962 for an average anodic film thickness of 15 microns etc., complete. The rate shall be inclusive of materials, labour for fixing, transporting, loading ,unloading etc.,

Supplying, fabricating and fixing in position aluminium natural colour matt finish WINDOW with sliding and gutter arrangements so as to drain the water entering and made with extruded aluminium section of the sizes given below with necessary accessories such as rubber beadings, best quality runner, lock, handle supplying and fixing 4 mm thick plain glass including cost of all materials, labour, power consumption required for fabrication, drilling holes in RCC Column/floor slab/masonry wall wherever necessary with power drills to the required extent and made same to original condition after fixing etc.,complete. The aluminium sections are to be anodized with matt finish under electrically controlled condition in accordance with ISI 1868-1962 for an average anodic film thickness of no less than 15 microns. All aluminium sections and furniture fittings shall be got approved by the Engineer-in-Charge before use on works.

Supply and fabriction of Polycarbonate Noise Barrier System (HSN CODE -3902) with Polycarbonate sheet (Ultra - Light sheet ) Specification including Cost of conveyane, labour charge and cost of fixing and other incidental charges as directed by Engineer and as per stantard Specifications.

Supply & fixing of Mild steel grill Gate of approved quality including bending, welding, filing fixing in position with necessary screws, plugs, one coat of red oxide primier including painting of approved quality, labour charges for fixing etc all complete complying with relevant standard specifications and as directed by the departmental officers (The design of grill Gate should be got approved from the DE before use).

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 12% for the above SubTotal Amount

M RAJKUMAR