Tender Notice No. 13/HDO/NH/2024-25/Dated 20.03.2025

Amount

Earth work excavation in all classes of soils/ soft disintegrated rock and soft 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 DRESSING THE BED UPTO SILL LEVEL

Earth work excavation in all classes of soils except hard rock, including soft disintegrated rock/ weathered 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 FOUNDATION UNDER ABUTMENTS AND PIERS as per Section 300 of MORT&H specifications (V revision) (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1).

Providing and driving in position Permanent steel liners for piles from bottom of pile cap as per cl. 709.1.4 of IRC 78 2014 ( upto the maximum scour level for estimate purpose) including cost of liners and fabricating, welded construction with consumable, labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirment and as per standard specification, and placing them in position with all leads and lifts etc. complete as per section 1100 & 1600 of MORT&H Specifications (V Revision).

Providing reinforced cement concrete cast-in-situ bored piles of 1200mm diameter in RCC using M35 (Design mix) using 20 mm ISS HBG metal with minimum cement content of 400 kg per cu. m maximum water cement ratio of 0.4 and slump of 150 - 200 mm by tremie concreting including cost and conveyance of all materials to site and cost of cement at site but excluding cost of 150 - 200 mm by tremie concreting including cost and conveyance 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 accomadating piling equipment forming approaches to the working platform, mixing concrete, filling it 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 section 1100& 1700 of MORT&H Specifications (V Revision).

Compacted Cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining of protective bunds,cofferdams,shoring,struting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAP as per section 1100 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying & curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring , strutting etc.,complete, as per relevant standard specification,for PILECAPS UNDER ABUTMENTS, RETURNS AND PIERS as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm 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 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 ABUTMENT AND RETURNS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).

Vibrated reinforced Cement Concrete M35 (Design mix) using 20 mm ISS 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 BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).

Vibrated reinforced Cement Concrete M35 (Design mix) using 20 mm ISS 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 CIRCULAR PIERS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement Concrete of grade M35 (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, as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for CAPPING BEAM OVER PIERS.

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site, formwork 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 PEDESTALS OVER PIERS AND ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H specification (V Revision).

Supplying and Fixing of ELASTOMERIC BEARING of size 500x400x96mm 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 as per IRC 83 (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 CementConcrete M35 (Design mix) using 20mm 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, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, includinginspection chamber, inclusive of 150mm ducts and other accessories of safety kerb etc., complete for DECK SLAB, FOOTPATH AND KERB as per section 1500,1700 and 2300 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement Concrete 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, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for INNER CRASH BARRIER OVER DECK SLAB & OUTER CRASH BARRIER OVER RETURN WALLS as per Sections 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision).

Vibrated reinforced Cement Concrete M30 (Design mix) using 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, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for HANDRAILS and POSTS as per section 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 and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc, complete as per section 2705 of MORT&H specification (V Revision).

Compacted 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,cost of formwork, including all labour charges for mixing, transporting, laying, compacting, curing concrete with all leads for soft water and hire charges for Tools and plants including all other incidental charges, etc., complete,as section 1500, 1700 & 2704 of MORT&H specification (V Revision) For BASE COURSE below Approach Slab and Footpath ramp.

Vibrated reinforced Cement Concrete M30 (Design mix) using 20 mm ISS 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 SLABS as per section 1500,1700 &2704 of MORT&H Specifications (V Revision).

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, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for FOOTPATH RAMP as per 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision)

Vibrated Cement Concrete M30 (Design mix) 75mm uniform thick with surface reinforcement using 20mm,12mm, 6mm ISS HBG graded metal, including cost and conveyance of all materials to work site, cost of cement at site, but excluding cost and fabrication of steel but including formwork, labour charges for mixing, laying, curing concrete, hire charges for tools and plants, including all leads for softwater, and all other incidental charges, 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 conforming to specifications for Road and Bridge Works - V th Revision:2013 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 specifications as per section 2600 of MORT&H Specifications (V Revision).

Providing and fixing Class 1 PVC seepage pipes (Weep holes) of 100 mm dia of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from the backfill as per Section 2706 of MORT&H Specifications (Fifth Revision)

Providing FILTER MEDIA behind Abutment and returns 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 hire charges of tools and plants employed and 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 with an angle of internal friction (PHI value) more than 35°, including cost and 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 (HSD) 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 1009.3 & 1600 of MORT&H specification (V Revision).

Supply and fabrication of Mild steel Grade-I 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 section 1009.3 & 1600 of MORT&H specification (V Revision).

Supply and fixing of High Quality of PVC pipes of 150mm dia. 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 etc complete., for providing utility pipes in footpaths.

PROVISION FOR RCC RETAINING WALL (5.30m HEIGHT OVERALL)

Earthwork excavation in soft disintegrated rock not requiring blasting and 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 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 FOUNDATION OF RETAINING WALLS

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 THE FOOTINGS OF RCC RETAINING WALLS .

Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm 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.

Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm 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 .

Supply and fabrication of Fe-500D (HSD) 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 1009.3 & 1600 of MORT&H specification (V Revision).

Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE RETAINING WALLS, -

Vibrated Cement Concrete M20 (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, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for Broken Parapet OVER RETAINING WALLS as per Sections 811, 1700 & 2703.3 of MORT&H Specifications ( V Revision).

PROVISION FOR RCC RETAINING WALL (4.00m HEIGHT OVERALL)

Earthwork excavation in soft disintegrated rock not requiring blasting and 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 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 FOUNDATION OF RETAINING WALLS .

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 THE FOOTINGS OF RCC RETAINING WALLS .

Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm 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.

Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm 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 .

Supply and fabrication of Fe-500D (HSD) 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 1009.3 & 1600 of MORT&H specification (V Revision).

Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE RETAINING WALLS, -

Vibrated Cement Concrete M20 (Nominal 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, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for Broken parapet wall as per Sections 811, 1700 & 2703.3 of MORT&H Specifications ( V Revision).

PROVISION FOR PCC RETAINING WALL (2.50m HEIGHT OVERALL)

Earthwork excavation in soft disintegrated rock not requiring blasting and 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 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 FOUNDATION OF RETAINING WALLS

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 THE FOOTINGS OF RETAINING WALLS .

Vibrated Cement Concrete M25 Design Mix Using 20mm 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 RETAINING WALLS.

Vibrated Cement Concrete M25 Design Mix Using 20mm 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 RETAINING WALLS .

Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE RETAINING WALLS, -

Vibrated Cement Concrete M20 (Nominal 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, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for Broken parapet wall as per Sections 811, 1700 & 2703.3 of MORT&H Specifications ( V Revision).

PROVISION FOR APPROACH ROAD

Providing compaction for embankment using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand lifts as perSS20B including cost of all labourcharges, materials,tools,equipments and all incidental charges,including compacting with powerroller,watering, including all hire and fuel charges for all tools and plants, removal of other deleteriousmatter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplusmaterials etc., complete as per standard specification. For Carted Earth with compaction for making up of low berms with a lead of 5 km for sub grade and side berms using 8.00 % CBR soil

Construction of granular sub-base Gr V 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

Construction of granular sub-base Gr III 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

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/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 of MORTH Rev-5

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 as per Clause 502 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 overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Providing, laying 115 mm (65mm+50mm laying in 2 layers) consolidated thick Dense Bituminous Macadam Gr II using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hot mix plant 20-30 ton capacity,conveying the mix by tipper trucks to site, spreading the mix with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.

Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for pre mixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in centralhotmix plant 20-30ton 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 8-10tonne Vibratory/ Pneumatic 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/ 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 507 of MORTH Rev-5

Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, concrete strength not to be less than 10 Mpa at 7 days, mixed at site, compacted using vibrator, finishing and curing.

PROVISION FOR DIVERSION ROAD

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand lifts as perSS20B including cost of all labourcharges, materials,tools,equipments and all incidental charges,including compacting with powerroller,watering, including all hire and fuel charges for all tools and plants, removal of other deleteriousmatter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplusmaterials etc., complete as per standard specification. For Carted Earth with compaction for Embankment and subgrade with a lead of 5 km.

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 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/ 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 Diversion road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)

Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification.

Laying and fixing 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification.

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works and including cost of all men and materials, machinaries and all other incidental charges etc., complete as per standard specification.

Dismantling of Existing RCC Drain by deploying machinaries including men metrials and disposal of material upto 1000m and all other incidental charges etc., complete as per standard specification.

PROVISION FOR ROAD FURNITURE

Providing and laying Hot applied Thermoplastic compound 2.50 mm thick including reflectorising Glass Beads @ 250 gms per sqm, area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to be level uniform and free from streaks and holes etc., complete (as per MORT & H specification No. 803).

Providing and fixing Reflective road studs of Category A raised pavement markers made out of poly carbonate / ABS moulded body confirmaing to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circluar no. RW / NH. 33023 / 10/ 97 - DO.IIIdt 11.06.97. The height, width and length shall not be less than 15 mm, 90mm and 100 mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35 + /- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of MORTH circular. The srength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30 +/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and conforming to IRC-35 -2015 guidelines and MoRTH specification 804 etc., complete

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

Providing and Erecting of Retro - Reflectorised cautionary,mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick' Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm sine including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactor completion of the work as directed by the engineer in charge. High intensity Retro - Relectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. as per MORT&H Specification No.801

60 cm Circular

90 cm equilateral triangular

Rectangular - 80cm x 60 cm

90 cm High Octagon

Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick' Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm sine including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactor completion of the work as directed by the engineer in charge. High intensity Retro - Relectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. as per MORT&H Specification No.801.(size 30cm x 90 cm Rectangular)

Providing and erecting Direction and place identification retro-refelectorised sign as per IRC: 67 - 2010 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Sign board made of Retro Reflective Type IV sheeting, ASTM D4956 specification - More than 0.90 sq.m)

Painting with synthetic Enamel paint over the Crash barrier, handrails, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.

Providing and Fixing of Rigid Median Marker double sided made of tough,high impact resistant, injuction-moulded, thermoplastic, body withan isosceles trapezodial structure of length,width and height not less than 15 cm,10cm and 10 cm respectively and thickness not less than 1.8mm,the body structure shall be rounded at its actue angle,all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched izod impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain atleast 70% of this value when subjected to acclerated wheathering for 1000 hrs as per ASTM G155 or UL 746 C.The logo of the manufacture shall be embossed on either side of the body of the injucton moulding process.The Median marker shall have rectangular -shaped,fluoresent yellow color retro- reflective sheeting of size not less than 8.5cm x 8.5cm and with fully reflective micro prismatic cube corners as its retro reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values.The retro reflective sheeting shall be both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism,sheeting,damage,etc.The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

Sub Total Bid Price (in figures)

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

P.K.M. CONSTRUCTIONS (BID ID -3206009)