Construction of High Level Bridge at Km.1/2 of MP Road to Andarmadam Road in lieu of flood damaged causeway

Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, including all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary. etc.,complete as per relevant standard specification, for DRESSING THE BED UPTO SILL LEVEL.

Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B. Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs,stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for PILECAP OF ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision), (including 600 mm from the face of Pilecap as per Cl. 4.2.5.1 of IS 1200 (Part 1)-1992.

Providing and driving in position permanent MS liners 6mm thick for piles upto maximum scour level 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 Sections 1100 & 1600 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm ISS size HBG graded metal Bored-cast-in situ piles of 1200mm diameter, as per CI.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 from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accommodating piling equipment forming approaches to the working platform, 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).

Compacted cement concrete of grade M15 (Nominal mix) 1:2:4 using 40 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, hire charges for tools and plants including all other. incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc, complete for LEVELLING COURSE BELOW PILE CAP OF ABUTMENTS & PIERS as per Sections 1100 & 1704.3 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS size HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork,potable water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for PILECAPS UNDER ABUTMENT AND PIERS as per Sections 1100,1500 & 1700 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete of grade M35 (Design mix) us 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, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges. etc complete for ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).Below sill

Vibrated reinforced cement concrete of grade M35 (Design mix) us 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, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges. etc complete for ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).Above sill

Vibrated reinforced cement concrete M35 (Design mix) using 20mm 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, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm 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, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete for PEDESTAL AND REACTION BLOCK (SEISMIC ARRESTER) OVER BED BLOCKS & CAPPING BEAMS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision) and as per CI. 218.9 of IRC: 6-2017, CI.6.4.3 (v) and CI. 8.5.3.1 of IRC: SP: 114-2018.

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for PIERS 1800mm dia as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).Below sill

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for PIERS 1800mm dia as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).Above sill

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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 formwork labour charges for mixing transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for CAPPING BEAM OVER PIERS as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).

Providing and fixing of Elastomeric bearing of size 400 x 320 x 96 mm 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 (Fifth Revision) and IRC:83-2015 (Part-II).

Providing and fixing of VERTICAL ELASTOMETRIC PAD FOR SEISMIC ARRESTER 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) Specifications (Fifth Revision) and IRC:83-2015 (Part-II).

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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, labour charges for mixing, transporting, laying, curing concrete. working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for T-BEAMS AND CROSS BEAMS as per Sections 1500,1700 &2300 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm 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 formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for DECK SLAB, FOOTPATH & KERB as per Sections 1500,1700 & 2300 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete of grade M30 (Design mix) using 20mm 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, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for HANDRAILS AND POSTS as per Sections 2703-3 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete of grade M40 (Design mix) using 20mm 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, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for CRASH BARRIER OVER DECK SLAB & APPROACH SLABS as per Sections 811,1700 & 2703.3 of MoRT&(H) Specifications (Fifth Revision).

Providing and fixing of G.I. Drainage spouts 100mm dia with grating arrangements at top as shown in the Standard Drawing No. 2LDF/MISC and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck siab 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 (Fifth Revision).

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification 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 MoRT&(H)specifications, including labour equipment and incidental charges for fixing the joints complete in all respects, as per Section 2600 of MoRT&(H) Specifications (Fifth Revision).

Compacted Plain cement concrete of grade M15 (Nominal mix) 1:2:4 using 40mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing with all leads for potable water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB & FOOTPATH RAMP as per Sections 1500, 1700 & 2704 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm 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 and including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, hire charges for tools and plants including all other incidental charges. etc., complete for FOOTPATH RAMP as per Sections 1500, 1700 & 2300 of MoRT&(H) Specifications (Fifth Revision).

Vibrated reinforced cement concrete of grade M30 (Design mix) using 20 mm 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 including cost of form work, labour charges mixing, transporting, laying, curing concrete, working at heigths, hire charges for tools and plants including all other incidental charges etc., complete for APPROACH SLAB as per Sections 1500, 1700 & 2704 Specifications (Fifth Revision).

Vibrated cement concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement at mid depth using 20mm ISS size 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 tools and plants, compacting. curing with all leads for potable water, including all other incidental charges formwork, etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Section 2702.2 & 1700 of MoRT&(H) Specifications (Fifth Revision).

Providing weep holes with Class 1 PVC pipes of 100 mm dia of required lengths for Abutments and Return walls including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain the backfill as per Section 2706 of MoRT&(H) Specifications (Fifth Revision).

Providing FILTER MEDIA behind Abutment and Return walls for 600mm thickness using filter material 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 CI.710.1.4 & Appendix-6 of IRC: 78-2014.

Filling behind Abutments and Return walls with filling material having value not less than 35°, including cost and conveyance to worksite, laying, handling charges. and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IRC:78-2014 & CI.305 of MoRT&(H) Specifications (Fifth Revision).

Supply and fabrication of Fe-500D grade 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 (Fifth Revision).

Supply and Fabrication of Mild Steel Grade I 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 grillis, 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 (Fifth Revision).

Supply and fixing of High Quality of PVC pipes of 160mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in saftey kerb. as per Section 2706 of MORT&(H) Specifications (Fifth Revision).

SUB ESTIMATE - DIVERSION ROAD Earthwork excavation in all classes of soils except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, 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 Diversion road embankment (95% COMPACTION) with a lead of 15km as per MORT7H Vth Rev.No. 304, 305.

Earthwork excavation in all classes of soils except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, 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 Diversion road Sub Grade (97% COMPACTION) with a lead of 15km as per MORT7H Vth Rev.No. 304, 305.

Supply of NP3 Class RCC Pipe confirming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications. (1000 mm dia)

Hoisting and fixing of NP3 Class RCC Pipe and Collars in proper gradient including all Labour charges and all othe incidental charges etc., completw, as directed by the departmental officers, as per standard specifications. (1000 mm dia)

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base-V, 150mm 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 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 as per clause 401 (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 as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900)

Earthwork excavation in all classes of soils except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, 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 making up low berms with conveyance

SUB ESTIMATE - RCC RETAINING WALL A1 SIDE Earth work excavation in all classes of soils 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 PILE CAP UNDER RETAINING WALL AND EMBANKMENT CUTTING FOR APPROACH ROAD WIDENING PORTION as per Section 300 of MORT&H Specifications (Fifth Revision).

A1 SIDE (U/S CH 302.5- 272.50)

A1 SIDE (U/S CH 272.50- 242.50)

A1 SIDE (U/S CH 242.50- 212.50)

A1 SIDE (U/S CH 212.50- 202.50)

Providing and driving in position permanent M.S Liner including cost and conveyance to the site and fabrication charges and tools and plants and driving M.S 6.mm thick liner to be left premanenty with the pile shaft as per the requirement and as per the sepcifications and placing from the bottom with all leads and lifts using 6mm M.S. Sheet etc., complete.

A1 SIDE (U/S CH 302.5- 272.50)

A1 SIDE (U/S CH 272.50- 242.50)

A1 SIDE (U/S CH 242.50- 212.50)

A1 SIDE (U/S CH 212.50- 202.50)

Providing Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal Bored-cast-in situ piles of 1200mm 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 from one pile location to another pile location, dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomodating piling equipment, forming approaches to the working platform, 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 RETAINING WALL as per Sections 1100 & 1700 of MORT&H Specifications (Fifth Revision).

A1 SIDE (U/S CH 302.5- 272.50)

A1 SIDE (U/S CH 272.50- 242.50)

A1 SIDE (U/S CH 242.50- 212.50)

A1 SIDE (U/S CH 212.50- 202.50)

Plain cement concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, tools and plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAPS as per Sections 1100 of MORT&H Specifications (Fifth Revision).

A1 SIDE (U/S CH 302.5- 272.50)

A1 SIDE (U/S CH 272.50- 242.50)

A1 SIDE (U/S CH 242.50- 212.50)

A1 SIDE (U/S CH 212.50- 202.50)

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork,soft water,labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for PILECAPS UNDER Retaining Wall as per Sections 1100,1500 & 1700 of MORT&H Specifications (Fifth Revision).

A1 SIDE (U/S CH 302.5- 272.50)

A1 SIDE (U/S CH 272.50- 242.50)

A1 SIDE (U/S CH 242.50- 212.50)

A1 SIDE (U/S CH 212.50- 202.50)

Vibrated reinforced cement concrete of grade 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, working at heights, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for RETAINING WALL on below sill as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision).

A1 SIDE (U/S CH 302.5- 272.50)

A1 SIDE (U/S CH 272.50- 242.50)

A1 SIDE (U/S CH 242.50- 212.50)

A1 SIDE (U/S CH 212.50- 202.50)

Vibrated reinforced cement concrete of grade 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, working at heights, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for RETAINING WALL on above sill as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision).

A1 SIDE (U/S CH 302.5- 272.50)

A1 SIDE (U/S CH 272.50- 242.50)

A1 SIDE (U/S CH 242.50- 212.50)

A1 SIDE (U/S CH 212.50- 202.50)

Supplying and Fabrication of Fe-500D Corrosion Resistant Steel (CRS) required for all RCC items of works involved in the schedule, including cost of steel at site and the cost of fabrication, labour charges for cleaning the rods, straigntening, cutting,bending,tying grills, including over lapping to the required length wherever necessary and placing the reinforcement in the positions as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per relevant standard specifications. (As per MoRT&H Spec.No: 1901-1909,Rev-V-2013)

A1 SIDE (U/S CH 302.5- 272.50)

A1 SIDE (U/S CH 272.50- 242.50)

A1 SIDE (U/S CH 242.50- 212.50)

A1 SIDE (U/S CH 212.50- 202.50)

Vibrated Cement Concrete M20 grade (Nominal mix) 1:1.5:3 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 employed including all other incidental charges etc for Broken parapet as per MORTH Rev. V Specification No.1000, 1500, 1700.

A1 SIDE (U/S CH 302.5- 272.50)

A1 SIDE (U/S CH 272.50- 242.50)

A1 SIDE (U/S CH 242.50- 212.50)

A1 SIDE (U/S CH 212.50- 202.50)

Providing and fixing Class I PVC seepage pipes of 100 mm dia of required lengths for Retaining walls 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 (Fifth Revision).

A1 SIDE (U/S CH 302.5- 272.50)

A1 SIDE (U/S CH 272.50- 242.50)

A1 SIDE (U/S CH 242.50- 212.50)

A1 SIDE (U/S CH 212.50- 202.50)

SUB ESTIMATE - APPROACH ROAD Earthwork excavation in all classes of soils except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, 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 Diversion road embankment (95% COMPACTION) with a lead of 15km as per MORT7H Vth Rev.No. 304, 305.

Earthwork excavation in all classes of soils except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, 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 Diversion road embankment (97% COMPACTION) with an lead of 15km as per MORT7H Vth Rev.No. 304, 305.

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base-V, 150mm 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 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 as per clause 401 (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 as per clause 406 (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 preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete (Specification Number as per MORT&H Rev-V 111, 112, 502, 900)

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 (Specification Number as per MORT&H Rev-V 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 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm with mechanical paver to the specified grade sand cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, PaverFinisher, 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 (Specification Number as per MORT&H Rev-V 111, 112, 504, 900)

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00 -9.50 mm, 0.17cum of 9.50-2.36 mm and 0.26cum of 2.36 and below with 50.30 kgs 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 the min 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 40 mm 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 (Specification Number as per MORT&H Rev-V 111, 112, 507, 900)

Sub Estimate for 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 as directed by the Engineer.

Painting two coats with ready mix Plastic Emulsion 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 as directed by the Engineer.

SUB ESTIMATE - CC BLOCK REVETMENT Earth work excavation in all classes of soils except soft disintegrated rock and hard roack and depositing on bank as per SS 20 B with all leads and lifts and all other incidental charges such as bailing out of water shoring strutting walling for levelling ground and their subsequent removal of all logs stump grubs and other deleterious matter and obstructions ,trimming bottom of excavation back filling and cleaning the site and disposal of all other surplus materilas etc., complete as per standard specification for Foundation of Revetment toe wall as per MORTH Vth Rev No. 304

A1 SIDE D/S (CH 302.5- 202.50)

A2 SIDE (CH 456.50- 511.50)

A2 SIDE (CH 511.50- 569.50)

Vibrated Cement Concrete M20 grade, Nominal Mix 1:1.5:3 using 40mm 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 Revetment Toe wall as per MORTH Vth Rev No. 1500, 1700, 2100.

A1 SIDE D/S (CH 302.5- 202.50)

A2 SIDE (CH 456.50- 511.50)

A2 SIDE (CH 511.50- 569.50)

Laying with gravel including cost and conveyance ,laying ,handling charges and filling in layers ,tamping under optimum content to get maximum density including watering and all other incidental charges etc complete for backing to CC Block as per MORTH Vth Rev No. 2504

A1 SIDE D/S (CH 302.5- 202.50)

A2 SIDE (CH 456.50- 511.50)

A2 SIDE (CH 511.50- 569.50)

Manufacturing and fixing cement concrete block of size 250x250 x 300 mm in CC 1:2:4 nominal mix (M15 ) Using 20 mm ISS HBG metal including cost and conveyance of all material to work site and cement at site including conveyance and handling charges for the same at both ends including all other incidental charges for REVETMENTS including all other incidental Charges including pointing with cm 1:3 etc complete as per directed by the engineer & MORTH Vth Rev No. 2504

A1 SIDE D/S (CH 302.5- 202.50)

A2 SIDE (CH 456.50- 511.50)

A2 SIDE (CH 511.50- 569.50)

Pointing with Cement morter 1:3 (one cement and three sand) to full depth including finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers (Flush pointing) as per MORTH Rev. V Specification 1406

A1 SIDE D/S (CH 302.5- 202.50)

A2 SIDE (CH 456.50- 511.50)

A2 SIDE (CH 511.50- 569.50)

Vibrated Cement Concrete M20 grade (Nominal mix) 1:1.5:3 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 employed including all other incidental charges etc for CHUTE as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300

A1 SIDE D/S (CH 302.5- 202.50)

A2 SIDE (CH 456.50- 511.50)

A2 SIDE (CH 511.50- 569.50)

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Sub Total Amount for above all items

GST 18% for the above Sub Total Amount

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