Construction of High Level bridge across Vellar river connecting Kallipadi Kavanur Village

Amount

Earth work excavation in rock requiring blasting and depositing on bank,with all leads and lifts as per SS 20B,Including all other incidental charges such as bailing out water,shoring,strutting,walling & forming protective bunds wherever necessary ,etc., complete, as per relevant standard specifation, for DRESSING THE BED

Earth work excavation in all classes of soil expect hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for labour, equipments and all incidental charges backfilling and clearing the site for PILE CAPS UNDER ABUTMENT AND PIERS as per section 300 of MORT&H Specifications (V Revision)

Providing and driving in position permanet M.S liner for piles from bottom of pilecap as per IRC 78-2014 Cl 709.1.4 (for estimate purpose) including cost of liners and fabricating , welded constrcution with consumables, labour and plants and driving M.S 6mm thick liner to be left permanently with the pile shaft as per the requirement and as per the specifications and placing them in position with all leads and lifts etc., complete as per Section 1100 & 1600 of MORT&H Specification (V Revision)

Providing reinforced Cement Concrete cast-in-situ bored piles of 1200 mm diameter in RCC M35 (Design Mix) using 20m ISS HBG graded metal with minimum cement content of 400 kg per cum maximum water cement ratio of 0.4 and slump of 150 - 200 mm by tremie concreting 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 200m including forming of platform over the river bed for accommodating piling equipment forming approaches to the working platform mixing conrete, 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 PILES BELOW ABUTMENTS AND PIERS as per Section 1100 & 1700 of MORT&H Specification (V Revision)

Plain Cement Concrete M-15, (Nominal mix 1:2:4) using 40mm ISS graded metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges etc, complete as per relevant standard specification for LEVELLING COURSE BELOW PILECAPS OF ABUTMENT, PIERS and RETAINING WALL as per Section 1100 of MORT&H Specification (V Revision)

Vibrated reinforced cement concrete M35 grade (Design Mix), using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site excluding cost 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 PILECAPS UNDER ABUTMENTS AND PIERS as per section 1100, 1500 & 1700 of MORT&H specification (V 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 cement at site excluding cost and fabrication of steel but including soft water, 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 ABUTMENT, RETURNS & PIERS as per Section 1500, 1700 & 2200 of MORT&H Specification (V Revision)

Vibrated reinforced cement concrete M-35 Grade (Design Mix) using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including soft water 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 as per standard specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS as per Section 1500, 1700 & 2200 of MORT&H Specification (V Revision)

Vibrated reinforced cement concrete M35 grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for PIERS as per section 1500 ,1700 and 2200 of MORT@H specifications (V Revisions)

Vibrated reinforced cement concrete M35 (Design Mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including soft water 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 CAPPING BEAM over Piers as per Section 1500, 1700 & 2200 of MORT&H Specification (V Revision)

Supply and fixing of Elastomeric bearing of size 50 x 40 x 8 cm including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications as per section 2000 MORT@H specifications (V Revisions) and IRC :83-2015(part II)

Vibrated reinforced cement concrete M-35, Grade, Design Mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for T-BEAM AND CROSS GIRDERS as per section 1500 ,1700 and 2300 of MORT@H specifications (V Revisions)

Vibrated reinforced cement concrete M-35, Grade, Design Mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,including inspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for DECK SLAB,Kerb and Footpath as per section 1500 ,1700 and 2300 of MORT@H specifications (V Revisions)

Vibrated reinforced Concrete M-30, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site 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 HAND RAILS AND POSTS as per section 2703-3 of MORT@H specifications (V Revisions) and as per MOST drawing no SD/202

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site 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 Inner CRASH BARRIER as per section 811,1700 and 2703.3 of MORT@H specifications (V Revisions)

Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.as per section 2705 of MORT@H specifications (V Revisions)

Vibrated Cement Concrete M-15, Grade, Nominal Mix 1:2:4 , using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental rges,etc.,complete as per standard specification for CC PARAPET as per section 1500,and 1700 of MORT@H specifications (V Revisions

Supplying and installation of STRIP SEAL EXPANSION joint system of 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 MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects as per section 2600 of MORT@H specifications (V Revisions)

Vibrated Cement Concrete M15, Grade, Nominal Mix, 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,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 relevant specification for BASE COURSE BELOW APPROACH SLAB AND FOOTPATH RAMP as per section 1500,1700 and 2704 of MORT@H specifications (V Revisions

Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLABS as per section 1500,1700 and 2704 of MORT@H specifications (V Revisions)

Vibrated Cement Concrete M-30, Grade, Design Mix, 75 mm thick using 25mm, 12mm and of 6mm ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat over deck slab and approach slab as per section 2702.2 of MORT@H specifications (V Revisions)

Providing and fixing seepage pipes of 100mm dia of requied lengths for abutments and wngs including cost and conveyance of all materials to work site and for labour charges for fixing, etc.,to drain of the backfill as per section 2706 of MORT@H specifications (V Revisions)

a) Main HLB = 228.00 Nos b) Retaining Wall = 636.00 Nos

Providing filter media behind the Retaining walls well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges, etc

a) MAIN HLB - 600mm thick using filter material as per appendix 6 of IRC 78-2014 = 166.00 Cum b) RETAINING WALL - with clean III graded material 53mm to 5.6mm to 600mm thick = 319.00 Cum

Filling behind Abutments and Returns with clean gritty free draining gravel including cost and draining gravel having Ø value more than 35° conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix - 6 of IRC: 78-2014

Supply and Fabrication of Fe-500 (HYSD) Steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication, labour charges for cleaning the rods, cutting, straightening, bending, tying grills, including overlaping 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

a) MAIN HLB - as per Section 1600 of MORT&H Specifications (V Revision) = 547.00 Mt b) RETAINING WALL - conforming to IS:1786-1985 = 97.00 Mt c) BOX CULVERT = 4 Mt d) DRAIN - conforming to IS:1786-1985 = 1.5 Mt

Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site , cost of providing and cost of fabrication,labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including 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 (V Revision)

Supply and fixing of high quality of PVC pipes of 150 mm dia including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges fixing and including all other incidental charges etc., complete for providing utility services in Footpaths.

Earthwork excavation for boxcutting including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 1km for formation of Approach Road.

Forming sub grade with gravel having CBR not less than 8% including cost and conveyance to worksite laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per relevant specifications

95 % Compaction

97 % Compaction

Construction of Granular Sub Base by providing close graded materials IRC size HGB metal mixing in mechanical mix plant at OMC carrying the mix to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MORT&H Rev-5 for grading V for Top layer

Providing and laying ,spreading and compacting graded stone aggregate to Wet Mix Macadam 250mm thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of materia labour charges ,rentals for machinary,fuel and all other incidental charges etc complete as per Clause 406 of MORTH Rev-5.

Providing and laying of Prime coat over WMM surface using 7.00 Kg Bitumen Emulsion (SSI) per 10 Sqm for preparatory to to another bituminous construction over it including cost of material ,labour charges,rentals for machinary,fuel and all other incidental charges etc complete as per Clause 502 of MORTH Rev-5.

Providing and laying of Tack coat over WMM surface (treated with primer) using 2.50 Kg Bitumen Emulsion (RSI) per 10 Sqm for preparatory to to another bituminous construction over it including cost of material ,labour charges,rentals for machinary,fuel and all other incidental charges etc complete as per Clause 503 of MORTH Rev-5

Vibrated cement concrete M-20 using 20mm size ISS HBG graded metal ncluding 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 wor, 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 footpath in the approach road(ramp portion)

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm, 0.43 cum of 13.20 2.36 mm and 0.08 cum of 2.36 mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grade sand cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Providing and laying Bituminous Concrete 30mm thick using 0.13cum of 19-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm & below with 50.30Kgs of VG 30bitumen for premixing per 10 sqm including cost andconveyance 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 work site spreading the mix to uniform thickness of 50mm with paver to the required density etc including labour for attending to paver at site etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler tipper trucks,paver finisher/9m paver finisher,Vibratory/Pneumatic rollers and all other tools and plants required,including fuel and all other incidental chargesetc complete as per Specification using CMP as per Clause 507 MORTH Rev-5.

Vibrated Reinforced cement concrete M-20 using 20mm size ISS HBG graded metal ncluding 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 wor, 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 KERB

Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS 20B and as per IS 1200, 1992 including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF RETAINING WALLS

up to 2 m

Plain Cement concrete 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 soft water, labour charges for mixing, transporting, laying compacting, curing concrete,Tools and Plants and incidential charges etc., complete as per relevant standard specification,

LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALLS = 183.00 cum LEVELLING COURSE for BOX CULVERT = 8.00 cum

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for FOUNDATION OF RETAINING WALL

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for stem of RETAINING WALL (Below ground level)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for stem of RETAINING WALL (above ground level)

Vibrated reinforced Concrete M-40 (Design Mix) using 20mm ISS metal including cost and conveyance of all materials to site and cost of cement at site butexcluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, concrete,working at heights,soft water, hire charges for tools and plants,including all other incidental charges,etc, complete for CRASH BARRIER as per Section 811, 1700 & 2703.3 of MORT&H Specifications (V Revision)

Providing one coat of primer and two coats of colour painting with alternate strip of white / yellow and black colour with Plastic Emulsion paint (First quality) and as directed by the departmental officers including cost of materials and labour, scaffolding charges, water, labour charges for providing scaffolding @ different height for complete

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes (Road Marking with hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface)

Providing and fixing reflective road studs of category B raised pavement markers made out of polycarbonate/ABS moulded body and reflective panels (bi-convex reflectors) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH.33023/10/97-DO.III dt.11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro-reflectory surface shall not be lesss than 13.0 sq.cm. The slope of retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular and two cylindrical Polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage 3.5m spacing

Supply and installation of delineators (Road way indicator and hazard marker and object markers ) 80-100 mm cm high above ground level ,Painted and alternatively black and white in 15 cm wide strips fitted with 80 x 100 mm rectangular or 75mm circular reflectorized panel at the top , buried or pressed into ground and conforming to IRC 79 etc , complete as per Morth & H

Providing and erecting direction and place identification retro-refelectorised sign as per IRC: 67 - 2010 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Sign board made of Retro Reflective Type IV sheeting, ASTM D4956 specification - More than 0.90 sq.m)

A) Area upto 0.90 sqm

B) Area above 0.90 sqm

Providing and fixing of retro reflectory Cautionary, Mandatory and informatory signs made of high intensity prismatic Grade sheeting confirming to IRC 67-2010 and ASTM D 4956-09, Type IV Specification and fixed over 1.5 mm thick aluminium sheet fixed on back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level etc complete including 7 year warranty for the retro reflective sheeting as per clause 6.9 of IRC 67: 2010 specification (as per MORTH Specification No 801) (60 cm circular board without definition board)

Providing and fixing of retro reflectory Cautionary, Mandatory and informatory signs made of high intensity prismatic Grade sheeting confirming to IRC 67-2010 and ASTM D 4956-09, Type IV Specification and fixed over 1.5 mm thick aluminium sheet fixed on back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level etc complete including 7 year warranty for the retro reflective sheeting as per clause 6.9 of IRC 67: 2010 specification (as per MORTH Specification No 801) (90 cm equilateral triangular board without definition board)

Providing and fixing of retro reflectory Cautionary, Mandatory star signs made of high intensity prismatic Grade sheeting sticked over CR sheet 0.20 mm / 32G thickness with black enamel paint firmly fixed on the tress with 11/2" x 14 G wire nails of size 100 mm X 100 mm

Providing and fixing of retro reflectorised Hazard Marker Traffic Sign made out of high intensity prismatic Grade sheeting confirming to IRC 67-2012 and ASTM D 4956-09, Type IV Specification and fixed over 2 mm thick aluminium sheet fixed on back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel single angle iron post 75 x 75 x 6 mm and 0.6m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro- reflection as per table 6.6 of IRC 67-2012. The Retro - Reflective sheeting shall be covered under 7 year warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 2012 specification (as per MORTH Specification No 801)

Earth work excavation in all classes of soils including weathered rock not requiring blasting 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, 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 FOUNDATION FOR BOX CULVERT

up to 2m

Vibrated Reinforced Cement Concrete of grade M 25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, For CELL FOR BOX CULVERT

Vibrated Cement Concrete M15 (Nominal mix 1:2:4), using 40 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork,labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for PARAPET.

Earthwork excavation in all classes of soil weathered rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all disposal of all surplus materials etc., complete as per relevant standard specification for labour, equipments and all incidential charges backfilling and clearing the site for Drain

Plain Cement Concrete M-15, Nominal mix 1:2:4 using 40mm ISS graded metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges etc, complete as per relevant standard specification for LEVELLING COURSE BELOW DRAIN

Vibrated reinforced cement concrete M25 grade Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for BASE SLAB OF DRAIN

Vibrated reinforced cement concrete M25 grade Design Mix, using 20 mm and 12mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for DRAIN WALL

Vibrated reinforced cement concrete M25 grade Design Mix, using 20 mm and 12mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for COVER SLAB OF DRAIN

Providing and fixing CLASS I PVC SEEPAGE PIPES of 100 mm dia. of required lengths for drain wall including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill (at every 5m intervel)

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

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

EKK Infrastructure LImited