Reconstruction of High Level Bridge at Km.0/2-0/6 of Ambalore-Eklasapuram road across palar river

Amount

Earthwork excavation in all classes of soil except not requiring blasting and depositing on bank with all leads and lifts as per 20 B, including and all other incidental charges such as baling our water, shoring ,shuttering,Walling & forming protective bunds whereever necessary etc., complete,as per relevant standard specification, for DRESSING THE BED UP TO SILL LEVEL as per MORT&H Vth Revision 304,311,312

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 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 PILE CAPS UNDER ABUTMENTS AND PIERS FOR FOUNDATION as per section 300 of MORT&H Specification (V Revision).

Providing and driving in position permanet M.S liner as per clause 709.1.4 of IRC 78-2014 including cost and conveyance to the site and fabrication charges and tools and plants and driving M.S 6mm thick liner to be left peramnently with the pile shaft as per the requirement and as per the specifications and placing from the bottom with all leads and lifts using 6mm M.S sheet etc., complete as per section 1100 & 1600 of MORT&H Specification (V Revision)

Providing Reinforced Cement Concrete cast-in-situ bored piles of 1200 mm diameter M-35 grade Design Mix using 20mm ISS size graded HBG metal with minimum cement content of 400kg per cu.m maximum water cement ratio of 0.4 and slump of 150 - 200mm by tremie concreting including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel including placing of reinforcement in position, concreting, including all labour charges for driving or boring, mobilisation of piling equipment and other accesssories required for driving the pile, cost of Bentonite solution and the temporary liners, chiselling and including forming of working platform over the river bed for accommodating piling eqipments including working platform, cost of test piles both initial and routine test for vertical loads and horizontal loads, forming approaches to the working platform, mixing concrete, filling it in position, compacting, cutting of pile head to cut off level for the casting the pile caps, including diversion of water course if necessary and all other incidental charges tec., complete as per standard specifications etc., complete for PILES BELOW ABUTMENTS & PIERS as per section 1100 & 1700 of MORT&H Specifications (V Revision).

Cement Concrete M-15,(Nominal mix 1:2:4) using 40mm ISS graded metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW PILE CAP as per section 1100 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M35 grade (Design Mix), using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site 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 PILE CAPS UNDER ABUTMENTS AND RETURN WALLS as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm 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, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for SUB STRUCTURE OF ABUTMENTS and RETURN WALLS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M-35 Grade, (Design Mix), using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications etc for BED BLOCK CUM DIRT WALL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M35 grade, (Design Mix), using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for CIRCULAR COLUMN PIERS - 1800 dia as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).

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

Supply and fixing of Elastomeric bearing of size 50x30x8 cm as shown in the drawing including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per as per section 2000 of MORT&H Specifications (V Revision) and IRC:83-2015(part-II).

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

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

Vibrated reinforced Cement Concrete M30 (Design mix) using ISS size 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 and centering, soft water, labour charges for mixing, transporting, laying, vibrating and compacting, finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for HAND RAILS AND POSTS as per section 2703.3 of MORT&H Specifications (V Revision).

Vibrated reinforced Concrete M-40, Grade, (Design Mix), using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for INNER CRASH BARRIER as per section 811, 1700 & 2703.3 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 using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete as per section 2705 of MORT&H Specifications (V Revision).

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

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works -V Revision; 2001 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 as per section 2600 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete M15, Grade, (Nominal Mix), 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB AND FOOTPATH RAMP as per section 1500, 1700 & 2704 of MORT&H Specifications (V Revision)..

Vibrated Reinforced Cement Concrete M-30, Grade, (Design Mix), using 20 mm ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLAB as per section 1500, 1700 & 2704 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete M-30, Grade, (Design Mix), of 75 mm thick using 20mm, 12mm, 6mm ISS HBG graded metal, using 65% of 20mm, 25% of 12mm and 10% of 6mm ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per clause 1700 & 2702.2 of MORT&H Specifications (V Revision).

Providing and fixing class 1 PVC seepage pipes of 100mm dia. of requied lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour charges for fixing, etc.,complete to drain of the backfill as per cl.2706 of MORT&H Specifications (V Revision).

Providing FILTER MEDIA behind Abutment and wing walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH wellpacked with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labours and other incidental charges, etc complete as per cl 710.1.4 & Appendix 6 of IRC:78-2014.

Filling behind Abutments and Returns with filling material having Ø value more than 350 free from cohesion, including cost and conveyance to worksite,laying,handling charges and filling in layers damping under optimum moisture content to get the max 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 & Cl 305 of MORTH V Rev.

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 overlaping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per section 1600 of MORT&H Specifications (V Revision).

Supply and fabrication of Fe-240 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 overlaping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per cl 1600 of MORT&H Specifications (V Revision).

Supply and fixing of High Quality of PVC Duct pipes of 160mm dia 4kg/cm2. Including cost and conveyance of pipes to the site and fixing in position to prpoer grade and level, including labour charages for fixing and including all other incidental charges complete for providing utility services in footpaths as per section 2706 of MORT&H Specfication (V Revision)

DISMANTLING THE EXISTING PIPED CAUSEWAY Dismantling clearing away and carefully stackling the materialsuseful for reuse of plain cement concrete in cement mortar as per Section 111,112 & 202 of MORT&H Specifications (V Revision).

Dismantling Stone Masonry in cement mortar walls under 3m high s per Section 111,112 & 202 of MORT&H Specifications (V Revision).

FORMING APPROACH ROAD Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side berms in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 1km for formation of Approaches for 95% Compaction as per standard specification - MORT&H No.305 (vth rev)

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side berms in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 1km for formation of Approaches for 97% Compaction as per standard specification - MORT&H No.305 (vth rev)

Construction of Granular sub-base Grade-V 200mm 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 as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111,112,406 & 900 of MORTH Rev-5

Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as per clause 111,112,502 & 900 of MORTH Rev.5

Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111,112,503 & 900 of MORTH Rev-5.

Providing and laying 80mm consolidated thick Dense Bituminous Macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg 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 80mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111,112,504 & 900 of MORTH.Rev.5

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 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 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic 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 111,112,507 &900 of MORTH Rev-5.

PROVIDING RCC&PCC RETAINING WALL ON A1(AMBALORE) SIDE AND ON A2(EKLASPURAM) SIDE Earth work excavation in al 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 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 constructions, trimming bottom of excavation backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS as per MORT&H Vth rev No.111,112 & 304

A1 -RCC RETAINING WALL

A2 -RCC RETAINING WALL

Plain 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 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, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW FOOTINGS OF RETAINING WALLS as per section 1000, 1500. 1700 & 2200,2300 of MORT&H specification (V Revision)

A1 -RCC RETAINING WALL

A2 -RCC RETAINING WALL

Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS OF RCC RETAINING WALLS as per section 1500, 1700,& 2704 of MORT&H specification (V Revision)

A1 -RCC RETAINING WALL

A2 -RCC RETAINING WALL

Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS- BELOW SILL as per section 1500, 1700& 2704 of MORT&H specification (V Revision)

A1 -RCC RETAINING WALL

A2 -RCC RETAINING WALL

Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS- ABOVE SILL as per section 1500, 1700 & 2704 of MORT&H specification (V Revision)

A1 -RCC RETAINING WALL

A2 -RCC RETAINING WALL

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings 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 MOR&H Vth specification No.2706

A1 -RCC RETAINING WALL

A2 -RCC RETAINING WALL

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D (HSD) steel, 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-500D grade as per Section 1600 of MORT&H Specifications (Fifth Revision)

A1 -RCC RETAINING WALL

A2 -RCC RETAINING WALL

Vibrated Cement Concrete M-15, Grade, (Nominal Mix) 1:2:4 , using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental rges,etc.,complete as per standard specification for PARAPET as per section 1000,1500,1700,2100 & 2200 of MORT&H Specifications (V Revision).

A1 -RCC RETAINING WALL

A2 -RCC RETAINING WALL

Earth work excavation in al 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 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 constructions, trimming bottom of excavation backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS as per MORT&H Vth rev No.111,112 & 304

A1 -PCC RETAINING WALL

A2 -PCC RETAINING WALL

Plain 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 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, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW FOOTINGS OF RETAINING WALLS as per section 1000, 1500. 1700,2200 & 2300 of MORT&H specification (V Revision)

A1 -PCC RETAINING WALL

A2 -PCC RETAINING WALL

Vibrated Reinforced Cement Concrete M-20, (Nominal Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS OF PCC RETAINING WALLS as per section 1000,1500, 1700,2100 & 2200 of MORT&H specification (V Revision)

A1 -PCC RETAINING WALL

A2 -PCC RETAINING WALL

Vibrated Reinforced Cement Concrete M-20, (Nominal Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF PCC RETAINING WALLS as per section 1000,1500, 1700 & 2200 of MORT&H specification (V Revision)

A1 -PCC RETAINING WALL

A2 -PCC RETAINING WALL

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings 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 MOR&H Vth specification No.2706

A1 -PCC RETAINING WALL

A2 -PCC RETAINING WALL

Vibrated Cement Concrete M-15, Grade, (Nominal Mix) 1:2:4 , using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental rges,etc.,complete as per standard specification for PARAPET as per section 1000,1500, 1700,2100 & 2200 of MORT&H Specifications (V Revision).

A1 -PCC RETAINING WALL

A2 -PCC RETAINING WALL

SERVICE ROADS Picking the existing BT surface up to 50 mm thick depth etc complete as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete as per MORTH Specification.202.

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand lifts as per SS20B including cost of all labour charges,materials,tools,equipments and all incidental charges,removal of other deleterious matter and obstructions,trimming of bottom of excavation backfilling,clearing up the site and disposal of all surplus materials etc.,complete as per standard specification.For Boxing including conveyance of sut earth away from the site with average lead as per standard specification - MORT&H No.305 (vth rev)

Construction of Granular sub-base Grade-V 200mm 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 as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111,112,406 & 900 of MORTH Rev-5

Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as per clause 111,112, 502 & 900 of MORTH Rev.5

Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111,112, 503 & 900 of MORTH Rev-5.

Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kg of VG30 bitumen for premixing per 10sqm including coat and conveyance of all materials to CMP site including heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 tones 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 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 111,112,504 & 900of MORTH rev-5.

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 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 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic 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 111,112, 507 of MORTH Rev-5.

Box Culvert: Dismantling culverts Bridges and other structures: Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.., a) dismantling brick masonry / stone masonry cement Mortar .(Specification Number as per MORTH Rev.V 111,112 & 202)

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 incidental charges such as baling 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 BOX CULVERT as per MORT&H Vth specification No.111,112 & 304.

Filling behind outer walls of Box Culvert 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 for water and all otherincidental charges etc. complete(as per MORT&H specification No.1000).

Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box culvert as per MORT&H Vth specification No.1000, 1500, 1700,2100 & 2200.

Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 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 Wing wall and Parapet as per clause No.1000, 1500, 1700, 2200,2300 of MORT&H Vth rev

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 but excluding cost and fabrication of steel but including cost of formwork and 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 Bottom of Slab, Side Walls and Top Slab of Box Culvert.as per clause No.1000, 1500, 1700, 2200,2300 of MORT&H Vth rev

Vibrated Reinforced Cement Concrete M30 (Design mix) using ISS HBG 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 and 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 Approach Slab for Box Culvert.as per clause No.1000, 1500, 1700, 2702, 2704 of MORT&H Vth rev

Supply and fabrication of Fe.500D 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 whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MOR&H Vth specification No.1600.

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 No.2706 of MORT&H Vth rev

Providing Small Vehicle Under Passeses on 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 incidental charges such as baling 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 as per MORT&H Vth specification No.111,112 & 304.

Filling behind outer walls of SVUP 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 for water and all otherincidental charges etc. complete(as per MORT&H specification No.1000).

Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for SVUP as per MORT&H Vth specification No.1000, 1500, 1700,2100 & 2200.

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 but excluding cost and fabrication of steel but including cost of formwork and 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 Bottom of Slab, Side Walls and Top Slab of SVUP as per clause No.1000, 1500, 1700, 2200 &2300 of MORT&H Vth rev

Vibrated Reinforced Cement Concrete M30 (Design mix) using ISS HBG 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 and 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 Approach Slab for SVUP.as per clause No.1500, 1700&2704 of MORT&H Vth rev

Providing and fixing of G.I drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting at least 600mm beyond the bottom of Deck slab as shown in the drawing including cost and conveyance of Galvanized iron pipes and flats and fixing them in position etc, complete.2705 as per MORTH

Supply and fabrication of Fe.500D 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 whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MOR&H Vth specification No.1600.

Supply and fabrication of Fe.240D 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 whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MOR&H Vth specification No.1600.

Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of SVUP. (as per MORT&H specification No.1000,1500 ,1700 & 2702

Sub Total Bid Price (in figures)

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

RR INFRAA CONSTRUCTION