Construction of High level Bridge connecting the villages Kilpotharai and Poovaampattu across Cheyyar River

Amount

Earthwork excavation in all classes of soil except hard rocknot requiring basting and depositing on bank with all leads and lifts,as per SS20B as per relevant standard specfication including cost of all labour, 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 bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete for relevant standard specification pilecap under piers and Abutments for foundation as per section 300, of MORT&H Specifications (Fifth Revision)

Providing and driving in position permanent MS liners 6mm thick for piles from bottom of pilecap as per Cl.709.1.4 of IRC 78-2014 including cost of liners and fabricating, welded construction with consumable, labour and plants and driving to be left permanently with the pile shaft as per requirement and as per standard specification, and placing them in position with all leads and lifts etc., complete. as per section 1100 & 1600 of MORTH specification (V revision)

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal Bored-cast-in-situ piles of 1000mm diameter, as per Cl.709.1.9 of IRC:78-2014, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same for one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment forming approaches to the working paltform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per Sections 1100 & 1700 of MORT&H Specifications (Fifth Revision).

Plain Cement Concrete M15 (Nominal mix ) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, For LEVELLING COURSE Below Pile cap as per section 1000, 1500, 1700 of MORTH Specifications(fifth 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 cost of cement at site excluding cost and fabrication of steel 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 PILE CAPS under ABUTMENTS AND RETURNS and PIERS as per section 1500, 1700 & 1100 of MORT&H specification (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 cost of cement at site excluding cost and fabrication of steel 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 - ABUTMENT and RETURNS as per section 1500, 1700 & 2200 of MORT&H specification (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 form work, 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 BED BLOCK CUM DIRT WALL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H specification (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 heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for CIRCULAR PIER as per section 1500, 1700 & 2200 of MORT&H specification (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 heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for CAPPING BEAM OVER COLUMN PIERS as per section 1500, 1700 & 2200of MORT&H specification (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 heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for PEDASTALS OVER CAPPING BEAM and BED BLOCKS as per section 1500, 1700 & 2200of MORT&H specification (V Revision)

Supplying and Fixing of ELASTOMERIC BEARING of size 50X 30 X 8.0 cm as shown in 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 specification (V Revision) and IRC: 83 - 2018 (part II)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing transporting, laying, curing concrete, vibration charges,working at at heights , soft water and hire chargesfor tools and plants, including all other incidental charges etc, complete as per relevant standard spectification for T-BEAMS and CROSS BEAMS as per section 1500,1700 & 2300 of MORT&H specification (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for DECK SLAB, KERB and SAFETY KERB as per cl 1500,1700 & 2300 of MORT&H specification (V Revision)

Vibrated Reinforced CementConcrete M40 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing ,transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for INNER CRASH BARRIER as per cl 811, 1700 & 2703.3 of MORT&H specification (V Revision)

Vibrated Reinforced Cement Concrete of grade M 30 (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 form work, 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 Hand rails as per section 2703-3 of MORT&H specification (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 cl 2705 of MORT&H specification (V Revision)

Vibrated Cement Concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, For BASE COURSE Below Approach Slab and Foot Path Ramp ,as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision)

Vibrated reinforced Cement Concrete M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for APPROACH SLAB as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision)

Vibrated 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 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 CC PARAPET as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated cement concrete M30 (Design mix) 75 MM THICK using 20mm,12mm, 6mm ISS HBG graded Metal, including cost and conveyance of all materials to work site including Cement at site including all labour charges for mixing concrete, laying, hire charges for T&P compacting curing with all leads for softwater, 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 cl 2702.2 of MORT&H specification (V Revision)

Supplying and installation of STRIP SEAL EXPANSION joint system confirming to specifications for road and bridge works Vth revision 2013 published by Ministry of Surface Transport (Roads Unit) 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 labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per section 2600 of MORT&H specification (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 cl 2706 of MORT&H specification (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 with clean gritty free draining gravel including cost and draining gravel having PHI 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-500D 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 cl 1600 of MORT&H specification (V Revision)

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 cl 1600 of MORT&H specification (V Revision)

Supply and fixing high quality PVC DUCT pipes of 160 mm dia 4kg / cm2 of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing , and all other incidental charges etc., complete to drain the backfill as per cl 2706 of MORT&H specification (V Revision) complete for providing Utility Services in Foot paths

Earth work excavation in all classes of soils, except hard rock,including sand with pebbles, disintegrated rock, not 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 FOR Dressing the Bed upto sill level of MORT&H specifications (V revision) MORT&H 300- 304

Formation of Approach Road: Construction of Embankment using CBR value of 8 with an average lead of 10.00 Km including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per MORTH 305 specification (V revision) 95 % PD

Construction of Embankment using CBR value of 8 with an average lead of 10.00 Km including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per MORTH 305 specification (V revision) 97% PD

Construction of Granular Sub-Base Grade V of 150mm thick 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 for formation of Approach road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)

Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)

Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)

Providing and laying Bituminous Macadam 50 mm thickness which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 4.00% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BM . as per MORTH No. 111, 112, 504, 900.

Providing and laying Bituminous Concrete to 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 for formation of Approach road as per clause 507 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111, 112, 507, 900)

RCC Retaining Wall at A1 Side: Earth work excavation in all classes of soil 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 baling 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 FOUNDATION OF RETAINING WALLS as per clause No.304 of MORT&H Vth rev..

A1 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Plain Cement Concrete of Grade M-10, Nominal Mix, 1:3:6 using 40mm ISS HBG 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 such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE BELOW FOOTINGS OF RCC RETAINING WALLS as per clause No.1000, 1500, 1700 of MORT&H Vth rev.

A1 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site excluding cost and fabrication of steel, including form work 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 FOOTINGS OF RCC RETAINING WALLS as per clause 1000, 1500, 1700 of MORT&H Vth rev.

A1 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site excluding cost and fabrication of steel, including form work 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 STEM OF RCC RETAINING WALLS. Below ground level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.

A1 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site excluding cost and fabrication of steel, including form work 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 STEM OF RCC RETAINING WALLS. Above ground level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.

A1 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet as per clause No.1000, 1500, 1700 of MORT&H Vth rev

A1 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN RETAINING WALLS as per clause No.2706 of MORT&H Vth rev.

A1 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500 D, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade as per clause No.1600 of MORT&H Vth rev

A1 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A1 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

RCC Retaining Wall at A2 Side: Earth work excavation in all classes of soil 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 baling 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 FOUNDATION OF RETAINING WALLS as per clause No.304 of MORT&H Vth rev..

A2 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Plain Cement Concrete of Grade M-10, Nominal Mix, 1:3:6 using 40mm ISS HBG 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 such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE BELOW FOOTINGS OF RCC RETAINING WALLS as per clause No.1000, 1500, 1700 of MORT&H Vth rev.

A2 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site excluding cost and fabrication of steel, including form work 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 FOOTINGS OF RCC RETAINING WALLS as per clause 1000, 1500, 1700 of MORT&H Vth rev.

A2 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site excluding cost and fabrication of steel, including form work, 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 STEM OF RCC RETAINING WALLS. Below ground level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.

A2 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost cement at site excluding cost and fabrication of steel, including form work 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 STEM OF RCC RETAINING WALLS. Above ground level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.

A2 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet as per clause No.1000, 1500, 1700 of MORT&H Vth rev

A2 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN RETAINING WALLS as per clause No.2706 of MORT&H Vth rev.

A2 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500 D, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade as per clause No.1600 of MORT&H Vth rev

A2 Side/RCC Retaining Wall - 15.00 m Length/9.00 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/7.50 m HT

A2 Side/RCC Retaining Wall - 20.00 m Length/6.50 m HT

PCC Retaining wall at A1 & A2 Side Earthwork excavation in all classes of soil 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 incidential 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 obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALL as per clause No.304 of MORT&H Vth rev.

Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF RETAINING WALL as per clause 1000, 1500, 1700. of MORT&H Vth rev.

Vibrated Cement concrete of grade M20 Nominal mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL (Below Sill) as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.

Vibrated Cement concrete of grade M20 Nominal mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL (Above Sill) as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.

Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet as per clause No.1000, 1500, 1700 of MORT&H Vth rev

Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the RETAINING WALL as per clause No.2706 of MORT&H Vth rev.

Reconstruction of box culvert: Dismantling the the existing Plain Cement concrete in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.(Specification No.202.)

Dismantling the existing RCC concrete in the existing damaged Slab culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete as per MORT&H Vth specification No.111,112,202.

Earth work excavation in all classes of soil except hard rock not requiring blasting and depositing on bank with all leads and all lifts as per SS20B including cost of labour, equipments and all other incidental charges such as bailing out water, providing necessary coffer dam sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstruction trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus earth with all leads etc,. Complete for foundation as per specification 304 of MORTH (V revision)

Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants etc. Complete for Levelling Course for Box Culvert as per MORTH Rev. V Specification No. 1000,1500,1700

Vibrated reinforced Cement Concrete M25 (Design mix) using ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of form work, centering, labour charges for mixing, transporting , laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for Base slab, Sidewall, Deck slab of Cell BOX CULVERT as per MORTH 1000,1500,1700,2200 (V revision)

Supply and Fabrication of Fe-500 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, including splicing 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 clause 1600 of MORT&H Vth rev.

Vibrated cement Concrete M30 (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to worksite including cement at site but excluding cost and fabrication of steel but including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing concrete, soft water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT with surface reinforcement of 75mm uniform thickness OVER BOX CULVERT as per clause 2702.2 of MORT&H Vth rev.

Vibrated Cement Concrete of Grade M-20( Nominal Mix, 1:1.5:3), using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, structing etc; complete as per relevant standard specifications, for Wing wall and parapets for BOX CULVERT as per clause 1500, 1700 of MORT&H Vth rev.

Filling with Quarry fine behind outer wall including cost and conveyance of all materials to site form any approved source satisfying the standard and specifications, and all labour charges for filling in layers tamping working in all heights including all other incidental charges such as baling out water if necessary forming protective bounds etc. complete for behind outer wall as per MORT&H Vth specification No.1000

Providing and fixing PVC seepage pipes of 100mm 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 in between abutment and wings as per clause 2706 of MORT&H Vth rev.

Providing and fixing G.I drainage spout of 100mm dia asper GOI drawing SD/205 with grating arrangements at to as shown in the drawing and and 100 mm dia drainage spout projecting atleast 300 mm beyond the bottom of deck lan as shown in the drawing including cost and conveyance of galvanised iron pipes and flats and fixing thm in position etc.. complete as per MORT&H V rev specification no: 2705

Service Road: Clearing Light jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 300mm girth as per clause 201 of MORT&H Vth rev.

Construction of Granular Sub-Base Grade V of 150mm thick 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 for formation of Approach road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)

Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)

Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)

Providing and laying 50mm consolidated thick Bituminous Macadam using 0.24 cum of 26.50-13.20mm,0..25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10 sqm 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 work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 MORTH Rev-5.

Providing and laying Bituminous Concrete to 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 for formation of Approach road as per clause 507 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111, 112, 507, 900)

Providing and laying of carted earth with an average lead of 10.0 km. in accordance with the requirements of the specifications and the materials shall be laid in one or more layers as necessary according to lines, grades and cross sections shown in the drawings or as directed by the Engineer in charge. as per clause 305 of MORT&H Vth rev.

Painting: Painting two coats with approved Cement Paint over the priming coat surface using first class cement paint over the cement plastered surface including cost and conveyance and all labour charges for cleaning, preparing the surface painting and curing all etc., complete.

Painting two coats with ready mix Plastic Enamel Paint using first quality plastic enamal paint over the priming coat surface over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, preparing the surface, painting and curing etc., complete.

Sub Total Bid Price (in figures)

GST @ 18% of above all Schedules (in figures)

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