MDU 007 TN 28 2023 24 HDO Dated 04.09.2023

Amount

Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification - Dressing Bed

Load Bearing Drain (4x3m) at Km 0/0

Load Bearing Drain (6x4m) at Km 0/4

Load Bearing Drain (6x4m) at Km 0/8

Load Bearing Drain (6x4m) at Km 1/2

Earth Work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all 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 of bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc. complete as per standard specification No. 304 of MORTH for FOUNDATION OF PILE CAPS UNDER PIERS.

GRADE SEPARATOR

Cement concrete M15 Grade (Nominal Mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, including soft water, labour charges for mixing, transporting, laying, compacting, curing, tools and plants and all incidental charges such as bailing out water, maintaning of protective bunds, cofferdams, shoring strutting etc., complete as per relevant standard specification for LEVELLING COURSE below foundatation / pile cap

GRADE SEPARATOR

Providing reinforced cement concrete cast-int-situ bored PILES of 1200mm diameter in vibrated RCC mix M35 (Design mix) using ISS graded metal 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 them and reerceting as necessary including all labour for driving or boring and providing temporary casing where ever required through all soils, leading the excavated earth to a distance of 200m including foRMing of working platfoRM over the river bed for acomodating piling equipment etc., foRMing of working platfoRM etc., foRMing approaches to the working platfoRM, mixing concrete, filling it in position, cutting of pile head to cut off level for casting pile cap including diversion of water course if necessary, foRMing and maintaining protective bunds and all other incidental charges etc., complete as per standard specifications for PILES.

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using ISS graded metal including cost and conveyance of all materials to site excluding cost and conveyance of all materials to site excluding cost of steel, including cost 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 of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for PILE CAPS

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of foRMwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for ABUTMENT AND RETURNS

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of foRMwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for PIERS

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of foRMwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for Capping Beam.

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of M35 (Design mix) using 20mm ISS graded HBG metal stone including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including using soft water cost of foRM work and cntering, labour charges for mixing, transporting, laying, curing concrete, working on heights, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for BED BLOCK AND DIRT WALL.

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of foRMwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for PEDESTALS

GRADE SEPARATOR

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

GRADE SEPARATOR

Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of foRMwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for RCC T Beam

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of foRMwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H technical specification clause 1500,1600& 1700 for DECK SLAB.

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of foRMwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for CRASH BARRIER

GRADE SEPARATOR

Retaining wall (A1) Side

Retaining wall (A2) Side

Providing and laying of a Strip Seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

GRADE SEPARATOR

Providing and laying Tack coat over Dry Lean Cement Concrete surface using 3.0kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinary, fuel and all other incidental charges etc., complete per clause 503 of MORTH Rev-5.

GRADE SEPARATOR

Load Bearing Drain (4x3m) at Km 0/0

Load Bearing Drain (6x4m) at Km 0/4

Load Bearing Drain (6x4m) at Km 0/8

Load Bearing Drain (6x4m) at Km 1/2

Providing and laying 25mm thick Mastic Asphalt wearinf Course with paving grade bitumen melting the requirement given in table 500-29, prepared by using mastic cooker and slope after cleaning the surface including anti skid surface with bitumen percolated fine grained hand stone clipping of 10cm center to center in both directions pressed in to surface when the temperature of surface is not less than 10 centigrade protruding 1mm to 4mm over mastic surface all complete as per MORTH Rev-5.

GRADE SEPARATOR

Load Bearing Drain (4x3m) at Km 0/0

Load Bearing Drain (6x4m) at Km 0/4

Load Bearing Drain (6x4m) at Km 0/8

Load Bearing Drain (6x4m) at Km 1/2

Providing and fixing G.I Drainage spouts of 100mm dia as per GOI drawing No.SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all meterials to site fixing them in position etc., complete.

GRADE SEPARATOR

Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V)

GRADE SEPARATOR

Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material confoRMing to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete.

GRADE SEPARATOR

Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS graded metal including cost and conveyance of all materials to site including cost cement at site and including cost of foRMwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants incidental all other incidental charges etc., complete as per relevent standard specification for BASE COURSE below approach slab

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for APPROACH SLAB

GRADE SEPARATOR

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of foRMwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for CENTER MEDIAN

GRADE SEPARATOR

Supply and fabrication of STEEL grade Fe500 D with suitable anticorrosive measure required 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.

GRADE SEPARATOR

Retaining wall (A1) Side

Retaining wall (A2) Side

PIER PROTECTION

Load Bearing Drain (4x3m) at Km 0/0

Load Bearing Drain (6x4m) at Km 0/4

Load Bearing Drain (6x4m) at Km 0/8

Load Bearing Drain (6x4m) at Km 1/2

Footpathcum Drain at Km 0/0- 0/4

Footpathcum Drain at Km 0/4- 2/100

Supply and fabrication of STEEL grade Fe 240 with suitable anticorrosive measure required 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.

GRADE SEPARATOR

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with initial leads of 10m and initial lifts of 2m as per SS20B, including cost of all labour, equipments and all other incidential charges such as bailing out water, sheeting, shoring, bracing and their subsequent 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 earth with all leads etc., complete as per standard specifications for RETAINING WALL

Retaining wall (A1) Side

Retaining wall (A2) Side

Retaining wall Lake bund Side at KM 1/075 - 1/575

Retaining wall Lake bund Side at KM 1/575 - 2/025

PIER PROTECTION

Plain Cement Concrete M15 Nominal mix (1:2:4), using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including foRM work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications for LEVELLING COURSE BELOW RETAINING WALLS, PROTECTION WALL,Drain.

Retaining wall (A1) Side

Retaining wall (A2) Side

Retaining wall Lake bund Side at KM 1/075 - 1/575

Retaining wall Lake bund Side at KM 1/575 - 2/025

Load Bearing Drain (4x3m) at Km 0/0

Load Bearing Drain (6x4m) at Km 0/4

Load Bearing Drain (6x4m) at Km 0/8

Load Bearing Drain (6x4m) at Km 1/2

PIER PROTECTION

Reinforced Cement Concrete M25 using 20mm ISS HBG jelly including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, curing concrete, cost of foRMwork, soft water, working on depths, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specification for PROTECTION WALLS.

PIER PROTECTION

Plain Cement concrete M20 using 20mm ISS HBG jelly including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, curing concrete, cost of foRMwork, soft water, working on depths, hire charges for tools and plants includding all other incidental charges etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS.

Retaining wall Lake bund Side at KM 1/075 - 1/575

Retaining wall Lake bund Side at KM 1/575 - 2/025

Reinforced Cement concrete M30 using 20mm ISS HBG jelly including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, curing concrete, cost of foRMwork, soft water, working on depths, hire charges for tools and plants includding all other incidental charges etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS.

Retaining wall (A1) Side

Retaining wall (A2) Side

Reinforced Cement concrete M30 using 20MM ISS graded HBG metal stone including cost and conveyance of all materials to site including cost of cement site including foRMwork and centering using soft water. Labour charges for mixing, transporting and placing in position, vibrating and compacting. finishing and curing, working at depth, hire charges for tools and plants including all other incidential charges for tools and palnts including all other incidental charges etc., complete as per standard specifications for STEM OF RETAINING WALLS .

Retaining wall (A1) Side

Retaining wall (A2) Side

Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments wings and Retaining walls including cost and conveyance of all materials to worksite and labour charges for fixing,etc,complete to drain the backfill as per standard specifications.

Retaining wall (A1) Side

Retaining wall (A2) Side

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Approch Road (A1) side

Approch Road (A2) side

at Grade Improvements at Km 0/0 - 2/100

Construction of Sub Grade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

Approch Road (A1) side

Approch Road (A2) side

at Grade Improvements at Km 0/0 - 2/100

Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Specification for Box cutting

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

PAVER BLOCK

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MORTH Specification no.111,112,202

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

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 Material to work site, spreading in unifoRM layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Vth Revision Specification No. 111, 112, 401, 900 - for Grading- V Material

Approch Road (A1) side

Approch Road (A2) side

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

PAVER BLOCK

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 Material to work site, spreading in unifoRM layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Vth Revision Specification No. 111, 112, 401, 900 - for Grading- III Material

Approch Road (A1) side

Approch Road (A2) side

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification No. 111, 112, 406, 900

Approch Road (A1) side

Approch Road (A2) side

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

PAVER BLOCK

Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification no.111,112, 501,502,900- over WMM

Approch Road (A1) side

Approch Road (A2) side

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501,503,900- over granular surfaces treated with primer

Approch Road (A1) side

Approch Road (A2) side

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at900mm centre with 2 Nos. of 25mm dia inteRMediate horizontal stainless steel pipe of 1.60mm thick in between.The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

Footpathcum Drain at Km 0/0- 0/4

Footpathcum Drain at Km 0/4- 2/100

Load Bearing Drain (4x3m) at Km 0/0

Load Bearing Drain (6x4m) at Km 0/4

Load Bearing Drain (6x4m) at Km 0/8

Load Bearing Drain (6x4m) at Km 1/2

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix FoRMula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per MORTH Vth Revision Specification clause No. 111, 112, 505, 503, 900- 75 mm Grading I

Approch Road (A1) side

Approch Road (A2) side

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by Job Mix FoRMula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specificationno.111,112, 507, 900 complete in all respects - Grading II

GRADE SEPARATOR

Approch Road (A1) side

Approch Road (A2) side

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

Load Bearing Drain (4x3m) at Km 0/0

Load Bearing Drain (6x4m) at Km 0/4

Load Bearing Drain (6x4m) at Km 0/8

Load Bearing Drain (6x4m) at Km 1/2

Construction of cement concrete kerb with top and bottom width 150 and 150mm respecively, 275 mm high in M 20 grade PCC on M 10 grade foundation 125 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

Filling above road level in median and islands with approved material deposited at site from road cutting and excavation for drain and foundation of other structures, spread, sloped and compacted as per clause 407

at Grade Improvements at Km 0/0 - 2/100

Junction Improvement at Km 0/0

Junction Improvement at Km 0/4

Junction Improvement at Km 1/2

PIER PROTECTION

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of foRM work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Footpath.

Load Bearing Drain (4x3m) at Km 0/0

Load Bearing Drain (6x4m) at Km 0/4

Load Bearing Drain (6x4m) at Km 0/8

Load Bearing Drain (6x4m) at Km 1/2

Providing and Laying of Stone Dust including Cost & Conveyance of the same from approved quarry including all labour charges for laying, Levelling including hire Charges for all Tools and plants involved in the work etc., complete as per the Drawings & Direction of the Departmental Engineer.

Footpathcum Drain at Km 0/0- 0/4

Footpathcum Drain at Km 0/4- 2/100

PAVER BLOCK

Providing and laying of 83mm thick Hi.strength type of Hydraulic Pressed Paver block of minimum compressive strength 40 N sqm in unifoRM shape of approved make to be laid in herring Bone bond pattern with approved non skitting surface in top as directed by the engineer the rate is inclusive of providing transporting loading and unloading and laying as per MORTH specification etc., complete for paved blocked portion

PAVER BLOCK

Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Complete Drain.

Footpathcum Drain at Km 0/0- 0/4

Footpathcum Drain at Km 0/4- 2/100

Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Drain.

Footpathcum Drain at Km 0/0- 0/4

Footpathcum Drain at Km 0/4- 2/100

Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of foRM work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Load Bearing Drain.

Load Bearing Drain (4x3m) at Km 0/0

Load Bearing Drain (6x4m) at Km 0/4

Load Bearing Drain (6x4m) at Km 0/8

Load Bearing Drain (6x4m) at Km 1/2

Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of foRM work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Drain.

Footpathcum Drain at Km 0/0- 0/4

Footpathcum Drain at Km 0/4- 2/100

Providing and fixing 160mm dia PVC PIPES of required length for Side Wall including grating arrangements including cost and conveyance of all materials to worksite and labour charges for fixing etc., complete to drain the backfill as per standard specification. (At 5m interval)

Footpathcum Drain at Km 0/0- 0/4

Footpathcum Drain at Km 0/4- 2/100

Supplying and fixing of Reinforced Cement Concrete Man hole cover 750 mm x 750 mm with frames as directed by the Departmental officers including labour charges for fixing at every intervals along the drain including all other incidental charges etc., complete

Footpathcum Drain at Km 0/0- 0/4

Footpathcum Drain at Km 0/4- 2/100

Providing colour designed concrete paver slab of floor finish used with concrete block of M40 grade and size 1.00m X 0.875mX0.060m with steel reinforcement including the cost concrete concrete slab, loading, unloading,conveyance to site and cost of sand to fill inbetween the paver slabs etc.,complete complying with standard specification complete complying as directed by the departmental officers.

Footpathcum Drain at Km 0/0- 0/4

Footpathcum Drain at Km 0/4- 2/100

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

Basic cost of value put to tender as per estimate

Add GST at 18%

M.R. Hi-Tech Engineers Private Limited