Tender Notice No 05 2019 20 CMDP DO dt. 07.01.2020

Amount

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank including existing Road surface with all leads and lifts as per SS 20B including cost of all labour and equipments, sheeting , shoring and bracing and shells and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, 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 excavation of FOUNDATION OF RAFT SLAB, RETAINING WALLS as per section 300 of MORT&H specification.

up to 2.00 m

Vibrated Cement Concrete M15 (Nominal mix ) using 20mm ISS HBG metal admixed with 2% suitable water proofing compound as per IS 2645 : 2003 including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, lead for 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, rendering the surface smooth etc. complete as per relevant standard specification MoRTH specification 1000, 1500, 1700 & 2100 for BASE COURSE below raft slab.

Application of two coats of approved water proofing coating over the properly rendered surface of base course & plastered outer faces of retaining wall, sides of Raft slab as per MoRT&H specification 1000 & 1705

Application of ATATIC POLYPROPELENE (APP) modified polymeric waterproofing membrane (or equivalent of not less than 4 kg/sqm consisting of 90 micron high molecular high density polyethylene film as centre core) over the coating of hot bitumun 85/25 grade (IS:702 - 1988) at 1.2 kg/sqm applied over the coating of water based bituminous primer and fixing the membrane with min 100mm overlaps, sealing the joints with L.P.G torch complete for sides of Retaining wall, raft slab and base course as per IS 6494 - 1988 as per MoRT&H specification 1000 & 1705.

Providing SAND CEMENT SCREED, 1:3, 50 mm thick as per IS 6494 - 1988, admixed with suitable water proofing compound as per IS 2645 : 2003 and laid over the APP membrane including cost and conveyance of all materials to site including cost of cement, water proofing compound, soft water, labour charges for curing etc; complete over Base course as per MoRT&H specification 1000, 1700 & 2100.

Vibrated reinforced cement concrete M - 35 (Design mix) using maximum nominal size of coarse aggregate as 20mm ISS HBG metal as per Cl. 1704.2 & 1706 of MORT&H (5th revision) admixed with 2% suitable water proofing compound including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at depths, hire charges for tools and plants, including all other incidental charges etc., complete for Raft slab as per MoRT&H specification 1000, 1500, 1700 & 2100.

Vibrated reinforced cement concrete M - 35 (Design mix) using maximum nominal size of coarse aggregate as 20mm ISS HBG metal as per Cl. 1704.2 & 1706 of MORT&H specification (5th revision) admixed with 2% suitable water proofing compound including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Retaining wall. as per MoRT&H specification 1000, 1500, 1700 & 2200.

Providing and fixing kraft paper for full width of seating of deck slab including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete

Vibrated Reinforced Cement Concrete M 35 (Design mix) using 20mm ISS HBG graded metal , including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights, cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for SOLID SLAB OF SERVICE BRIDGE as per section 1000,1500, 1700 & 2300 of MORT&H specification.

Vibrated Reinforced Cement Concrete M-35 (Design mix) using 20 mm ISS HBG graded metal as per Cl. 1704.2 & 1706 of MORT&H (5th revision) 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, vibrating and compacting, curing concrete, working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bed block cum Dirt wall over Abutments as per section 1000,1500, 1700 & 2200 of MORT&H specification.

Plastering the treated area with cement mortar 1:3 12mm thick, admixed with suitable water proofing compound as per IS 2645 : 2003 including cost and conveyance of all materials to site including cost of cement, water proofing compound, soft water, labour charges for curing etc; complete as per relevant std. specification for outer faces of RETAINING WALL AND SIDES OF RAFT SLAB as per IS 6494 - 1988 & as per section 1000,1300 & 1700 of MORT&H specification.

Brick work in C.M. 1:3 for 115mm thickness using best quality stock bricks including cost & conveyance of materials to the site, labour charges and all other incidental charges etc., complete over APP on the outer face of Retaining wall and Raft slab as per section 1000 & 1300 of MORT&H specification.

Vibrated reinforced cement concrete M-35 (Design mix) using maximum nominal size of coarse aggregate as 20mm ISS HBG graded metal as per Cl. 1704.2 & 1706 of MORT&H (5th revision) including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights, cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for Kerb as per section 409, 1000,1500, 1700 of MORT&H specification.

Vibrated reinforced Cement Concrete M40 (Design mix) using 20 mm 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 but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plant, including all other incidental charges, etc., complete for CRASH BARRIER as per section 811, 1700 and 2700 of MORT&H specification.

Vibrated Cement Concrete M30 (Design mix) using ISS HBG Graded metal including cost and conveyance of all materials to worksite including cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges, formwork, complete for WEARING COAT OVER DECK SLAB , APPROACH SLAB AND OVER RAFT SLAB as per section 2700 of MORT&H specification.

Vibrated reinforced cement concrete M15 (nominal mix 1:2:4) using 40 mm HBG metal including cost and conveyance of all materials to site and cost of cement at site inclusive of unloading, stacking and storage charges at site including cost of form work , lead for soft water, labour charges for mixing, transporting, laying and curing concrete, working in heights and hire charges for tools and plants and all other incidental charges, etc. complete as per relavent specification for Base course below Approach slab on either side of service bridge as per section 1000,1500, 1700 & 2100 of MORT&H specification.

Vibrated Reinforced Cement Concrete M 35 (Design mix) using 20mm ISS HBG graded metal , including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights, cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for STAIRCASE as per section 1000, 1500 and 1700 of MORT&H specification.

Vibrated reinforced cement concrete M35(Design mix) using maximum nominal size of coarse aggregate as 20 mm ISS HBG metal as per Cl.1704.2 and Cl.1706 of MORT&H including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabriaction of steel , labour charges for mixing, transporting, laying and curing concrete, working in heights and hire charges for tools and plants and all other incidental charges, etc. complete for Approach slab as per section 1000,1500, 1700 & 2300 of MORT&H specification (5th revision).

Fabrication and fixing of MS HANDRAILS as per the Drawing using MS pipes, angles, squares, flats , etc., including cost of steel, fabrication, transportation, painting and fixing at site as directed by the Engineers as per section 810, 1900 & 2700 of MORT&H specification.

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 cl 2705 of MORT&H specification.

Supply and fabrication of Fe-500D CRS steel required, 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 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 1000 & 1600 of MORT&H specification.

Supply and fabrication of Fe-240 CRS steel including cost of steel at site, cost of fabrication, lablour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping to the required length wherever necessary and 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, Fe-240 grade for wearing coat as per section 1000 & 1600 of MORT&H specification.

Earth work excavation in all classes of soils including soft rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out of water, shoring, strutting, walling for levelling grounds subsequent removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling and cleaning the site and disposal of all surplus materials etc; complete as per relevant standard specification for FOUNDATION as per section 300 of MORT&H specification.

a. Upto 2.00 m depth

b. 2.00 to 3.00 m depth

Earth work Excavation in weathered rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out of water shoring, strutting, walling for levelling ground, subsequent removal of all logs, stump, grubs and other deleterious matter and obstructions, trimming bottom of excavtion, backfilling, and cleaning the site and disposal of all surplus materials etc. complete as per standard specification for FOUNDATION as per section 300 of MORT&H specification.

Earth work Excavation in hard rock by wedging, chiseling and trimming to proper shape where blasting is prohibited for levelling the rockout crop as per section 300 of MORT&H specification.

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using maximum nominal size of coarse aggregrate as 20mm ISS HBG graded metal as per Cl 1704.2 and Cl. 1706 of MORT&H specification (5th Revision), admixed with 2% suitable water proofing compound including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including 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 CIRCULAR WALL as per section 1000,1500, 1700 & 2200 of MORT&H specification.

Vibrated Plain Cement Concrete of grade M15 using maximum nominal size of coarse aggregrate as 40mm ISS HBG graded metal as per Cl 1704.2 and Cl. 1706 of MORT&H, specification (5th Revision), admixed with 2% suitable water proofing compound including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including 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 well pluging for base as per section 1000,1500, 1700 & 2100 of MORT&H specification.

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using maximum nominal size of coarse aggregrate as 40mm ISS HBG graded metal as per Cl 1704.2 and Cl. 1706 of MORT&H specification (5th Revision), admixed with 2% suitable water proofing compound including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including 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 ROOF SLAB, ROOF BEAM, FLOOR BEAM as per section 1000,1500, 1700 & 2300 of MORT&H specification.

Brick work in CM 1:5 using best quality stock bricks (9" x 4.5" x 3") including cost and conveyance of all materials to site and labour charges and all other incidental charges, etc., complete and as directed by the Engineer in charge, for pump room as per section 1000 & 1300 of MORT&H specification.

Plastering with cement mortar 1:4 12 mm thick over a Brick work surface including cost and conveyance of all materials to site soft water, labour charges for curing etc., complete as per relevant standard specifications for Pump room as per section 1000,1300 & 1700 of MORT&H specification.

Plastering with cement mortar 1:3 12 mm thick over a Brick work surface including cost and conveyance of all materials to site soft water, labour charges for curing etc., complete as per relevant standard specifications for Pump room ceiling, floor and terrace as per section 1000,1300 & 1700 of MORT&H specification.

Supply and fixing country wood panelled shutters for doors using country wood scantling for both shutters and rails of size 0.075 x 0.04 vertical and horizontal including two coats of SEP and fixing in position etc with furniture fittings etc complete as per section 1000 of MORT&H specification.

Panel

Frame

Supply and fabrication of Fe – 500 D CRS 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 whenever necessary and 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 1000 & 1600 of MORT&H specification.

Supply and fixing of 250 dia cast iron pipe across the subway from one collection chamber to the other including cost and conveyance of the pipe and jointing the pipes with lead joining including cost and conveyance of all materials required for joining labour for joining and fixing the pipe in proper position and all other incidental charges etc., complete for Drain pipe from one collection chamber to another collection chamber as per section 1000 & 2900 of MORT&H specification.

Supply and fixing of 600mm dia cast iron pipe from proposed pump(catch basin)to the collection chamber including cost and conveyance of the pipe and joining the pipe wire, the lead including cost and conveyance of all materials required for joining labour for joining and fixing the pipe in proper position and all other incidental charges etc., complete for the 600 mm dia pipe in well to collection chamber as per section 1000 & 2900 of MORT&H specification.

Fabrication and supply of steel ladder with hand rails with galvanised finish ladder made of ISA 50x50x6mm ladder step consist of 16mm mild steel rod fixed at a distance of 30 cm c/c and hand rails made of GI pipe, fabrication of ladder in force parts and fixing of ladder into the well with ISA 50x50x6 at required place and supporting of hand rail with ISA 65x65x6 mm at an interval of 2 m C/C, including cost of steel, fabrication, transporting and fixing at site as per direction of the Departmental officer as per section 1000 & 1900 of MORT&H specification.

Fabrication and supply of steel rolling shutter 2.00 m breadth and 2.10 m height made of 20 gauge steel with both sides locking arrangements including cost of steel, fabrication, transporting and fixing the rolling shutter at site as per section 1000 & 1900 of MORT&H specification.

Fabrication and supply of well grating to cover 250 mm dia pipe the opening of the wall as per the sketch, the over made of angle ISA 50x50x6m and the inner grid made 12 mm mild steel rod and one portion of grill made of opening type with locking arrangement for inspection including cost of steel fabrication, transportation and fixing the well grating in place at site as per section 1000 & 1900 of MORT&H specification.

Fabrication and supply of well granting to cover the opening of the wall as per the sketch the over made of angle ISA 50x50x6m and the inner grid made 12 mm mild steel rod and one portion of grill will made of opening type with to locking arrangement for inspection including cost of steel fabrication transportation and fixing the well grating in place at site as per section 1000 & 1900 of MORT&H specification.

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using maximum nominal size of coarse aggregrate as 20mm ISS HBG graded metal as per Cl 1704.2 and Cl. 1706 of MORT&H, admixed with 2% suitable water proofing compound including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including 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 Collection chamber as per section 1000,1500 & 1700 of MORT&H specification.

Providing dadooing the wall with best approved first quality design Coloured Ceramic tiles of size 300x600x10mm size, set in cement mortar 1:2, 10mm thick and pointed with white cement mixed with colouring pigments at the rate of 0.40 kg/sqm finished neatly including cutting the tiles to required size with special cutter wherever necessary, laying in position etc., complete as per section 1000,1300 & 1700 of MORT&H specification.

Providing and fixing of PVC water stopper of standard size 300mm width,8 mm thick heavy duty model approved by the Engineer incharge of required length including cost and conveyance of all materials to site,including labour charge for fixing the same in position as directed by the Departmental officers and all other incidental charges involved etc., complete as per standard specification for joints in between retaining wall between raft between Highways & Railways portion,abutment portion etc., complete as per MORT&H specification 2600.

Providing and fixing of 18mm dia of Galvanised iron threaded nozzle of suitable length in an appropriate grid pattern at a spacing not excedeeding 1.5m C/c on the entire raft and retaining wall prior to or during concreting including fixing of GI threaded nozzles taking particular case at regular interval not exceeding 1.5m apart along the construction joints including adequate precaution to keep the nozzles to be fixed at critical points if required,including cost of nozzles,cost of labour for drilling the holes in the concrete and fixing the nozzles etc complete as per relevant standard specification with an observation or guarrantee period for 10years.

Grouting the pre- fixed nozzles with injection of CICO/EXCEM-C NON SHRINK POLYMERIC GROUTING COMPOUND or it's equivalent through the nozzles under pressure pump after the concrete is sufficiently handed or after 28 days and sealing off the nozzles after the injection operation is over,with STRUCO-F or it's equivalent quick setting admixture including cost of “CICO/EXCEM-C NON SHRINK POLYMERIC GROUTING COMPOUND” STRUCO – F Quick setting admixture admitted with cement pumping and labour charges other incidental charges etc., complete as per relevant standard specification with an observation/guarantee period for 10 years as per section 2800 of MORT&H specification.

Earth work excavation in all clases of soils except hard rock and depositing on bank as per SS 20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting and walling for levelling ground, subsequent removal of all logs, stumps grubs and other deleterious matter and obstructions, trimming bottom of excavation back filling, clearing the site and disposal of all other surplus materials etc., complete as per standard specification for BOX CUTTING as per section 300 of MORT&H specification.

Providing quarry fine below cement concrete including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc, complete for foundation as per clause 305 of MORT&H specification.

Granular sub base with graded material (Table 400.1) Plant mix method Construction of Granular Sub base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed materail to worksite, 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 of MORTH specification for grading V material.

Providing, laying Wet Mix Macadam Base course of 250mm compacted thickness in two layers of 25mm 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 mix plant, spreading in uniform layer with motor grader and compaction with vibrating rollers of 80 to 100 KN static weight and fine dressing to required grade and cross slope as per technical specification clause 406 of MORTH specification.

Providing and applying prime coat over WMM surface using 7kgs of bituminen emulsion for 10 sqm area including cost and conveyance of bitumen emulsion binder including labour charges for preparing the surface and applying the required quantity as prime coat by bitumen sparyer etc., complete as per clause 502 of MORTH specification.

Providing and Laying Tack coat over treated WMM surface using 2.5 Kgs of Bitumen emulsion for 10 sq.m area including cost and conveyance of Bitumen emulsion binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc, complete as per clause 503 of MORT&H specification.

Providing and laying Hot Mix Dense Bituminous macadam of 75mm thick using coarse aggregate filler and with VG 30 Grade Bitumen proportions as per mix design criteria, specified the mixture is to be premixed in central hot mix plant and spreading with self propelled mechanical paver, consolidating with vibratory roller as per standard specification clause 505 of MORT&H specification.

Providing and laying Bituminous concrete 40 mm thick using coarse aggregate filler and with VG 30 Grade Bitumen proportion as per mix design criteria, specified the mixture is to be premixed in central hot mix plant and spreading with self-propelled mechanical paver, consolidating with vibratory roller as per standard specification clause 507 of MORT&H specification.

Dismantling RCC median structures, Clearing away and carefully stacking materials useful for reuse for any thickness of wall as per section 200 of MORT&H specification.

Providing quarry fines including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers, compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water, if necessary forming protective bunds etc, complete for foundation as per section 305 of MORT&H specification.

Cement Concrete M15 using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of 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 bailing out water, maintaining protective bunds, coffer dams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE as per MORT&H specification 1000, 1500, 1700 & 2100.

Vibrated Reinforced Cement Concrete M 35 (Design mix) using 20mm ISS HBG graded metal , including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights, cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for Centre Median as per section 1000, 1500 and 1700 of MORT&H specification.

Supply and fabrication of Fe-500D CRS steel required, 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 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 1000 & 1600 of MORT&H specification.

Painting two coats on Centre median in black and white after filling the surface with synthetic enamel paint complete as per drawing and technical specification and as directed by Engineer- in Charge

Providing and fixing PVC Pipes of 100 mm dia of required lengths for Centre median including costs and conveyance of all materials to work site and labour charges for fixing as per section 2700 of MORT&H specification.

Providing tack coat over the primed surface using bitumen emulsion at rate of 3 Kg / 10sqm. Including labour for preparing the surface and applying the required qty of Emulsion as tack coat as per section 503 of MORT&H specification.

Providing and laying Hot Mix Dense Bituminous macadam using coarse aggregate filler and with VG 30 Grade Bitumen proportions as per mix design criteria, specified the mixture is to be premixed in central hot mix plant and spreading with self propelled mechanical paver, consolidating with vibratory roller as per standard specification 505 of MORT&H specification.

Providing and laying Bituminous concrete 40 mm thick using clean crushed aggregates premixed with bituminous binder (60/70 grade bitumen) mechanically interlocked by rolling and requirements of the specifications and thickness as per approved plans or as directed by the Engineer in charge MORT&H specification 507.

Earth work excavation in all clases of soils except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20B 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 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 clause 300 of MORT&H specification for foundation of DRAIN.

Providing quarry fines below cement concrete including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary, forming protective bunds etc, complete for foundation of Drain as per clause 305 of MORT&H specification.

Vibrated Cement Concrete of grade M15 using 40mm ISS HBG graded metal admixed with 2% suitable water proofing compound including cost and conveyance of all materials to 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 bailing out water, maintaining protective bunds, coffer dams, shoring, strutting etc., complete as per clause 1000, 1500, 1700 & 2100 MORT&H specification for foundation of DRAIN.

Vibrated reinforced Cement Concrete M 35 (Design Mix) grade using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, cost of formwork, transporting, laying and curing concrete , working at heights etc., hire charges for tools and plants including all other incidental charges etc., such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc., excluding cost of steel complete as per 1000, 1500, 1700 & 2200 MORT&H specification for Drain bottom slab, side walls and cover slab

Supply and fabrication of Steel Grade Fe 500 D CRS Steel required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills,including overlapping to the required length wherever necessary and 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., as per 1600 of MORT&H specification for Drain walls and cover slab.

Providing and fixing of PVC pipe 75 mm dia , including cost and conveyance of pipes and fixing them in position as per section 2700 of MORT&H specification.

Manufacturing, supplying and fixing of FRC Man holes slab 600 mm dia of EHD-35 (Extra Heavy Duty) (perforated) as per BIS : 12592 (part 1&2) and delivery of manholes covers and frames with ISI marking any where in Tamilnadu including loading and unloading and stacking at site including labour charges for fixing in position as per standard specifications for Drain.

Dismantling of existing Structural Steel Structures like built up sections, angles, tees, flats and channels including all gusset plates, bolts,nuts,cutting rivets welding etc., including dismembering and stacking within 50m lead as per relevant MORT&H Specifications 200 including proofchecking charges

Dismantling of existing RCC structures including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per relevant MORT&H Specifications 202 including proofchecking charges

Earthwork excavation of Foundation of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per relevant MORT&H Specifications 300 including proofchecking charges

Plain Cement Concrete M15 Grade using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site,cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete for LEVELLING COURSE BELOW FOOTINGS as per relevant MORT&H Specifications 1000&2100 including proofchecking charges

Vibrated Reinforced Cement Concrete M35 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site, cost and labour charges for formwork, cost of soft water, labour charges for mixing, transporting, laying, compacting and curing, working at depths, Tools and Plants and incidental charges such as bailing out water, shoring, strutting etc., complete for FOOTINGS as per relevent MORT&H specification 1000,1500, 1700 & 2100 including proofchecking charges

Vibrated Reinforced Cement Concrete M35 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site, cost and labour charges for formwork, cost of soft water, labour charges for mixing, transporting, laying, compacting and curing, working at depths, Tools and Plants and incidental charges such as bailing out water, shoring, strutting etc., complete for PEDESTALS BELOW GROUND LEVEL AND PLINTH BEAM as per MORT&H specifications 1000,1500, 1700 & 2200 including proofchecking charges

Supply and fabrication of HYSD STEEL of grade Fe 500 D CRS 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 for FOOTINGS AND PEDESTALS upto ground level as per relevant MORT&H Specifications 1600 including proofchecking charges

Filling with excavated earth over footings for entire depth not exceeding 250mm thick layers 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 for top 0.50 M depth as sub grade level and shoulders 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 required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed as per relevant MORT&H Specifications 305 including proofchecking charges

Vibrated Cement concrete of M20 Grade using 20mm ISS HBG graded metal including cost and conveyance of all materials to site,cost and labour charges for form work and centering, cost of soft water, labour charges for mixing, transporting, laying, compacting and curing and all incidental charges etc., complete for BED PROTECTIVE CONCRETE over the filled portion in foundation at ground level to a thickness of 200mm as per relevant MORT&H Specifications 1000 & 2100 including proofchecking charges

Supplying and fixing of M.S. Foundation bolts & nuts of approved quality for specified diameter and length for connection of structural members including plain/spring washers as per detailed drawing and technical specifications etc., complete and as directed by the Engineer-in-charge as per relevant MoRTH Specifications 1900 including proofchecking charges

Disposal of surplus earth from earth work excavation after back filling to dispose within 10 km distance from work site including all leads and lifts complete as directed by the Engineer-in-Charge including proofchecking charges as per MORT&H specification 305.

Vibrated Reinforced Cement Concrete M35 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site, cost and labour charges for formwork, cost of soft water, labour charges for mixing, transporting, laying, compacting and curing, working at depths, Tools and Plants and incidental charges such as bailing out water, shoring, strutting etc., complete for DECK SLAB/WAIST SLAB & STEPS over decking sheet as per MORT&H specifications 1000,1500, 1700 and 2300 including proofchecking charges

Supply and fabrication of HYSD STEEL of grade Fe 500 D CRS 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 for DECK SLAB/WAIST SLAB & STEPS as per relevant MORT&H Specifications 1600. including proofchecking charges

Supply and fixing of Pre-fabricated Structural Steel DECKING SHEET having minimum 345 Mpa yield strength, colour coated Galvanised Steel with Zn 275 (min 275 g/m2 Zinc coating as per IS:277 or equivalent Standard. The structural decking panel shall have 915 mm effective width (Overall Width of 931mm), nominal crest height 50 mm deep ribs at 230 mm centre to centre pitch with the embossment (share grove) on top & side of ribs for better composite action and shall have the thickness of 1.25 mm BMT for fixing using shear studs of required length as per Concrete thickness at site (165mm Avg) with self drilled screws and EPDM washers including proofchecking charges

Supply and fixing of Pre-fabricated Structural Steel, coated galvalume ROOFING SHEET of 0.5mm thickness with SMP coating with colour bond XRW coating, having minimum of 550 Mpa yield strength, Coating 150 GSM as per ASTM 792 or equivalent standard. The structural roofing Panel shall have 1020 mm effective width, nominal 30 mm crest height at nominal 250 mm centre to centre pitch with the embossment (share grove) on top & side of ribs for better composite action including proofchecking charges

Providing and applying one coat of Zinc oxide primer and two coats of Anti Corrosive paint of Aluminium Colour on structural steel , etc all complete as per technical specification in accordance with IRC 24-2010 and other relevant MORT&H Specifications 1906 including proofchecking charges

Chequerred precast Cement based hydraulically pressed anti-skid (Pattern Design) tiles, 20mm thick laid in CM 1:3 (one cement & three sand) and pointed with white cement mixed with colouring pigment @ 0.40 Kg/Sqm and cost towards curing,etc., Complete as per technical specifications MORT&H 1300 & 2200 including proofchecking charges

Providing, fabricating & fixing in position STAINLESS STEEL HANDRAIL consisting of 75mm (outer dia) at top and four intermediate pipes 40 mm dia including profile cutting, fixing in position, 2 nos of vertical balustrades made of 75 x 12 mm thick Stainless Steel flat metal plates, placed at 1500 mm c/c or at required spacing, necessary anchor fasteners /approved fixing arrangements to the wall, welding using special electrodes for stainless steel building etc., complete as per detailed drawing and as directed by the Engineer - in-Charge as per section 1900 of MoRTH specification. The stainless steel shall be of non-magnetic type with minimum wall thickness of 1.5 mm & confirming to grade 304 Jindal including proofchecking charges

Relocating the Existing Escalator to the proposed place as per Engineer in charge including proofchecking charges

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.R.Hi-TechEngineers Pvt.Ltd.,