Construction of Road Over Bridge in lieu of existing Level Crossing. No.25 at Railway km.57.9 to 58.0 in between Manavur and Thiruvalangadu Railway Stations

Amount

Earth work excavation in Kankar / Soft disntegrated rock not requiring blasting except hard rock and depositing on bank with initial leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete for FOUNDATION OF ABUTMENT, PIERS AND RETAINING WALLS as per Section 300 of MoRT&H Specifications (V Revision)

Upto 2m

Vibrated 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 for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALL, ABUTMENTS AND PIERS as per section 2100 0f MoRT&H Specifications (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for FOOTING OF ABUTMENTS AND RETURNS as per section 2100,1500 & 1700 of MoRT&H Specifications (V Revision)

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 cost of formwork, 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 FOOTING UNDER PIERS as per section 2100,1500 & 1700 of MoRT&H Specifications (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for FOOTINGS UNDER RETAINING WALL as per section 2100,1500 & 1700 of MoRT&H Specifications (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for RETAINING WALL as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision) - Below Ground Level

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for RETAINING WALL as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision) - Above Ground Level

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for SUB STRUCTURE OF ABUTMENT and RETURNS as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision) - Below Ground Level

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for SUB STRUCTURE OF ABUTMENT and RETURNS as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision) - Above Ground Level

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost of fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for BED BLOCK CUM DIRT WALL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost of fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for COLUMN PIERS 1800 mm dia as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision) - Below Ground Level

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost of fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for COLUMN PIERS 1800 mm dia as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision) - Above Ground Level

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost of fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and 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 Specifications (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost of fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for PEDESTALS OVER PIERS AND ABUTMENTS as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision)

Supplying and Fixing of Elastomeric Bearing of size 40 x 32 x 8.0 cm as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per Section 2000 of MoRT&H Specifications (V Revision) and IRC: 83 - 2015 (Part II)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost of fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for T-BEAMS AND CROSS BEAMS as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost of fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for DECK SLAB as per section 1500, 1700 & 2200 of MoRT&H Specifications (V Revision)

Supplying and installation of STRIP SEAL EXPANSION joint system confirming to specifications for Road and Bridge Works published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials , cost of testing as per the 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 Revision).

Vibrated Reinforced Cement Concrete of grade M 40 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement to site, but excluding cost of fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for CRASH BARRIER as per Sections 811, 1700 & 2703.3 of MoRT&H Specifications (V Revision)

Vibrated Cement Concrete of grade M 15 (Nominal mix) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement to site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for BASE COURSE BELOW APPROACH SLAB as per Sections 1500, 1700 & 2704 of MoRT&H Specifications (V Revision)

Vibrated Reinforced Cement Concrete of grade M 30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement to site, but excluding cost of fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for APPROACH SLAB as per Sections 1500, 1700 & 2704 of MoRT&H Specifications (V Revision)

Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc. Complete as per Section 2705 of MoRT&H Specifications (V Revision)

Vibrated Cement Concrete M30 (Design mix) using 25mm, 12mm, 6mm ISS HBG metal including cost and conveyance of all materials to work site including 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 Revision)

Providing and fixing CLASS I PVC seepage pipes of 100 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain the backfill as per Section 2706 of MoRT&H Specifications (V Revision)

Providing FILTER MEDIA behind Abutment and wings for 600mm thickness using filter material conforming to clause 309.3.2.B of MoRT & H well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per Cl.710.1.4 & Appendix 6 of IRC 78-2014

Filling behind Abutments and Returns as per Appendix 6 of IRC: 78 - 2014 with clean gritty free draining material including cost and draining material having PI value more than 35 conveyance of material 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 D (HYSD) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete as per Section 1600 of MoRT&H Specifications ( V Revision)

Supply and fabrication of Fe-240 steel required in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete as per Section 2706 of MoRT&H Specifications ( V Revision)

Sub Estimate - 1) Formation of Approach Road with Flexible pavement

Providing Filter media behind retaining walls for 600mm thickness using filter materials well packed 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 including hire charges for tools and plants employed etc. complete. as per CI. 710.1.4 and appendix -6 of IRC : 78- 2014

Earth work Excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts 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 Box Cutting SS20B

Forming embankments with carted earth with a CBR value of 8 including cost and conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto 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 rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc.,complete

Forming embankments with carted earth including cost and conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick 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 upto 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 rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc.,complete

Providing and laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.

Provding and laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, 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 on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.

Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg/Sq.m using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502.

Providing and applying Tack Coat over granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per Sq.m as directed by the Engineer as per MORTH No.111,112,503,900.

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & 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 plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross 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 20-30t 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 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50- 2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev 5

Sub Estimate - 2) Formation of Service Road with Flexible pavement

Earthwork excavation in all class of soil except hard rock not requiring blasting and depositing on bank with initial lead of 10m lift of 2m as per SS20B, including cost of labour, equipments and all other incidental charges such as bailing out water, sheeting, shorting, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions trimming bottom of excavation back filling clearing the and disposal of all surplus earth with all leads etc., complete as per standard specification for foundation of Box cutting

Forming embankments with carted earth with a CBR value of 10 including cost and conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto 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 rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc.,complete

Forming embankments with carted earth including cost and conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick 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 upto 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 rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc.,complete

Providing and laying Granular Sub-Base Grade - V consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900

Provding and laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, 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 on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 9005.

Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg/Sq.m using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502

Providing and applying Tack Coat over granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per Sq.m as directed by the Engineer as per MORTH No.111,112,503,900

Providing, laying Bituminous Macadam 50mm using 0.64cum of 37.5 - 13.20mm, 0.44cum of 13.2 - 2.36mm and 0.13cum of 2.36mm and below size IRC metal with 62 Kgs of VG40 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 in central hot mix plant 20-30t capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 80mm with mechanical paver to the specified grades and 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 20-30t 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 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50- 2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev 5

Sub Estimate - 3) Construction of RCC Box Culvert at Km 0/2

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 Box Culvert.

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 Leveling Course below Box Culvert, Wing wall & Approach slab

Vibrated Reinforced Cement Concrete of grade M25 (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 Box culvert.

Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.

Supply and fabrication of STEEL grade Fe 500 D (HYSD) with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule 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.

Providing and fixing PVC seepage pipes of 100 mm dia of required lengths for retaining wall including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill

Sub Estimate - 4) Providing Deck Drainage and Rain Water Harvesting System

Providing and fixing 160 mm dia PVC pipes of approved class not less than 4kg/sqcm of 160mm dia connecting the drainage spouts of the deck slab along both the sides of the deckslab connected to the Rainwater harvesting system below for 2 consecutive span with all bends tees clamps and all other accessories and fixtures complete including tools and plants ,transportation etc.

Earthwork excavation in all classes of soil including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B 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, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for Rain water Harvesting system .

Up to 2m

Filling with M sand including cost and conveyance of all materials and stacking at site to departmental guage for premeasurements, labour charges for laying, handling and filling in layers not more than 15 cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum density for the pit and Rain water harvesting well

Filling with 40mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer .

Filling with 20 mm size ISS HBG metal complying with standard specifications including cost and conveyance of all materials and including labour charges for laying, handling and filling in layers of not more than 100 mm thick complete for rainwater harvesting.

Filling with 12mm size ISS HBG metal complying with standard specifications including cost and conveyance of all materials and including labour charges for laying, handling and filling in layers of not more than 100 mm thick complete for rainwater harvesting.

Filling with 6 mm size metal complying with standard specifications including cost and conveyance of all materials and including labour charges for laying, handling and filling in layers of not more than 100 mm thick complete for rainwater harvesting.

Providing and laying of ISI Class NP 3 pipe of best quality of 1200mm dia. in the rain water harvesting system with all required specials including cost and conveyance of pipes and specials , labour charges for in position and all other incidental charges etc., complete for pipes as directed by the Engineer

Supplying and fixing of Reinforced concrete Manholes cover 1200mm dia as directed by the departmental officers for cover over rain water harvesting pit.

Sub Estimate - 5) Painting of Road Over Bridge

Providing priming coat one coat with ready mixed primer Plastic emulsion of approved quality and two coats of painting over the priming coat with approved quality and colour including cost and conveyance of all materials to site , labour charges etc. complete as per standard specifications

Sub Estimate - 6) Providing Road Furniture & Road Marking

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms/ sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC - 35. The finished surface to be level, uniform and free from streaks and holes etc., complete (as per MORT&H specification no 803)

Providing and erecting of retro reflectorised cautionary, mandatory and informatory signs (with definition board) made of High intensity Prismatic Grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25*25*3mm mild steel angle and supported on a mild steel angle post 75*75*6mm with a clear height of not less than 2.10m from the Ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means properly designed foundation with M15 grade cement concrete 45*45*60 cm size including cost and conveyance of all materials, equipments, 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 retor 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 a certified copy of 3 years outdoor exposure report shall be obtained as per lRC 67-2012 (as per MORTH specification no.801)

60cm circular

60 x 45 cm rectangular (Chevron board)

60 cm equilateral triangle (Curve Board)

Providing and errecting direction and place identification retro - reflectorised signs made out of Cube Corner Micro Prismatic Grade sheeting confirming to Type XI standards of IRC 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25*25"3mm mild steel angle and supported on a mild steel angle post 75*75*6mm with a clear height of not less than 2.10m from the Ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means properly designed foundation with M15 grade cement concrete 45*45"60 cm size including cost and conveyance of all materials, equipments, 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 retor 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 10 year warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67 2012 (as per MORTH specification no.801)

Direction and place identification board (Name board)

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / methyl methercrylate /ABS moulded body confirming to ASTM D 788 and reflective panels 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. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/ - 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 + - 2mm arid height not less than 30+/ - 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by driling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D428O and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete

Supplying and installation of Delineators( road way indicators, Hazard markers, object markers), 80-100 cm above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75mm dia circular reflectorised panels at the top, burried or pressed in to the ground conforming to IRC 79 etc., complete( as per MoRT&H Sp, No.806)

Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made cut of High Intensity Prismatic Grade Sheeting confirming to Type-1V standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick' Aluminiun sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mildsteel angle post 75X75X6mm and 0.60m 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 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labcur 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 1RC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801)

Providing and Fixing of Rigid Median Marker double sided made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1. 8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched lzod Empact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection moldingg process. The Median Marker shall have rectangular- shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully retlective micro prismatic cube corners as its retro- reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective shee ting shall be both sides of the Median Marker and shall be e ge protected with no exposed edges which will prevent fdge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

Providing and Fixing of Retro Reflectorized Sign Boards made out of Cube corner micro prismatic grade Fluorescent Coloured sheeting of Type -Xl standards of IRC 67-2012 and ASTM D 4956 -09 specification, Digitally Printed using Latex printing for traffic colour, text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel 'L' angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m 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 of size 450x450x1100mm including cost and conveyance of all materials, equipment, Machineries- to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. The Micro prismatic Fluorescent Coloured sheeting should have minimum co-efficient of Retro-reflection values as per Table 6.90 of IRC 67-2012. The retro- reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. The warranty shall be inclusive of digitally printed test/ legends and their bonding to the retro-reflective sheeting (as per MORT&H Specification No.801). The Latex printer used for digital printing should have inks of low VOC emissions and have green guard, eco logo certificates as per UL2801 standards of size-3.64m x 2.42m.

Sub Estimate - 7) Disposal of Surplus Earth

Disposal of excavated earth materials, done along with the process of earthwork excavation, by mechanical transport with a lead of 1km and stacking the earth to departmental gauge / free gauge at the ROB site before loading into lorries/tippers as per the directions of Departmental officers and as per the standard specifications, the payment for disposal of earth will be made after deducting a loose volume of 20% of the quantity from the stack measurement quantity, including all other incidental charges etc., complete as per MOST 301.

Sub Estimate - 8) Providing Safety Kerb

Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Safety Kerb.

Vibrated cement concrete M-20 Grade, (Nominal 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 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 SAFETY KERB

Sub Estimate - 9) Providing Fencing Arrangement below Trestle Portion

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, 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 as per Section 300 of MORT&H Specifications (Fifth Revision).

Plain Cement Concrete M15 (Nominal mix), using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete tools and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for LEVELLING COURSE BELOW FOUNDATION

Vibrated Cement Concrete M-25 Grade, using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and 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 as per standard specification for Fencing arrangement

Supplying and fixing the M S Grill of approved design including prime coat and two coats of synthetic enamel paint etc., complete.

Filling between Fencing with excavated soil and other incidental charges etc in complete.

Sub Estimate - 10) Construction of Drain cum Footpath

Earthwork excavation in all class of soil except hard rock not requiring blasting and depositing on bank with initial lead of 10m lift of 2m as per SS20B, including cost of labour, equipments and all other incidental charges such as bailing out water, sheeting, shorting, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions trimming bottom of excavation back filing clearing the and disposal of all surplus earth with all leads etc., complete as per standard specification for foundation of DRAINS IN SERVICE ROAD PORTION

Forming embankments with carted earth with a CBR value of 8 including cost and conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto 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 rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc.,complete

Forming embankments with carted earth including cost and conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick 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 upto 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 rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc.,complete

Plain cement concrete M15 [Normal mix 1:2:4 ] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including from 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 incidental charges, etc., complete as per standard specifications for LEVELLING COURSE BELOW DRAINS IN SERVICE ROAD PORTION

Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site including from 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 incidental charges, etc., complete as per standard specifications for RAFT SLAB OF DRAINS IN SERVICE ROAD PORTION

Vibrated Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site including from 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 incidental charges, etc., complete as per standard specifications for BODY WALLS OF DRAINS IN SERVICE ROAD PORTION

Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule and cost of HYSD steel confirming to IS 1786 at site including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and placing the refinement in position as specification in the drawings, including cost of binding wire, provision of spacer bars, covers blocks and all other incidental charges, etc., as per standard specification FOR DRAINS IN SERVICE ROAD

Supplying and fixing of Fiber Reinforced Concrete Manholes with frame 0.6m dia, as per IRC 50-1999 and as directed by the department officers at every 10m intervals along the drain cover slab for strome water drain portion.

Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site including from 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 incidental charges, etc., complete as per standard specifications for COVER SLAB OF DRAINS IN SERVICE ROAD

Supply and fixing of Steel gratings of 300mm x 150mm for drainage hole in the body wall of drain provided for every 10metres including cutting and fixing position during concreting as per direction of Departmental officers

Providing PVC pipe 100mm dia for drainage hole in the body wall of drain for every 10metres including cutting and fixing position during concreting as per direction of Departmental officers

Sub Total Amount for above all items

GST 18% for the above Sub Total Amount

RAM CONSTRUCTIONS (BID ID -1144171)