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| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shurbs, sapling and trees of girth upto 300mm, removable of stumps of such trees cut earlier and disposal of unserviceable materials and stacking ofserviceable material to be used or auctioned, upto a lead of 100m including removable and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201of MORT&H V Revision for Main work |
| 2 | Picking Existing BT upto 90mm tk etc.complete for Junction improvements (Km 0/0, 0/470, 3/0, 3/825, 4/281, 5/985, 7/6) |
| 3 | Forming embankment using available earth at siteincluding laying and spreading in layers of 250mm loose thick each sectioning, watering and compacting by Power roller to achive the required density at 95% Proctor Density at optimum moisture content as determined in occurence with IS 2720 (Part VII) for sub grade including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete as per Clause 301 - 305 of MoRT&H - V Revision for main work and Junction improvement at Km 0/470, 7/6 and bus lay bay |
| 4 | Forming embankment using carted earth having a minimum 8 CBR of 95% compactionincluding laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by Power roller to achieve the required density at 95% Proctor Density at optimum moisture content as determined in occurence with IS 2720(Part VII) for sub grade including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete as per Clause 301 - 305 of MoRT&H - V Revision for filling in approach road, service road and VUP. |
| 5 | Forming embankment using carted earth having a minimum 8 CBR of 97% compactionincluding laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by Power roller to achieve the required density at 97% Proctor Density at optimum moisture content as determined in occurence with IS 2720(Part VII) for sub grade including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete as per Clause 301 - 305 of MoRT&H - V Revision for fillingMain work, Approach road, Service road, Junction improvements(Km 0/0, 0/470, 3/0, 3/825, 4/281, 5/985, 7/6), Bus lay bay (Km 0/3, 2/6, 4/8 and 6/9) and VUP at 4/050 |
| 6 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bankaway from work site and lifts as per SS20 B 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 back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification, for Box cutting inapproach roadand service road |
| 7 | Making up low berms using carted earchincluding cost of earth,all labour charges,tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions etc., complete as per standard specification for main work . |
| 8 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bankaway from work site and lifts as per SS20 Bincluding cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For main work and Junction improvements(Km 0/0, 3/0, 3/825, 4/281, 5/985, 7/6) |
| 9 | Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MORT&H specification No 401 - Grading V Materialfor main work,approach road, service road, VUP (km 4/050) ,Junction improvements(Km 0/0,0/470, 3/0, 3/825, 4/281, 5/985, 7/6)and Bus lay bay (Km 0/3, 2/6, 4/8 and 6/9) |
| 10 | Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MORT&H specification No 401 - Grading III Material for main work,approach road, VUP (km 4/050), Junction improvements(Km 0/0,0/470, 3/0, 3/825, 4/281, 5/985, 7/6) and Bus lay bay (Km 0/3, 2/6, 4/8 and 6/9) |
| 11 | Providing and laying Wet Mix Macadam Base Couse of 250mm thickness in two layers of 125mm each or else as specified on the prepared Sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified indluding mixing in Base mix plant, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and fine dressing for required grade and cross slope as shown on the drawing, equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 as directed by Engineerfor main work,approach road, Service road, VUP (km 4/050), Junction improvements(Km 0/0,0/470, 3/0, 3/825, 4/281, 5/985, 7/6) and Bus lay bay (Km 0/3, 2/6, 4/8 and 6/9) |
| 12 | Providing and laying Prime coat over WBM/WMM surface using 7kg of Emulsion Bitument (SS1) per 10sqm for preparatory to another bitiminous constrction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 ofMoRT&H-Vfor main work, approach road,service road, VUP (km 4/050), Junction improvements(Km 0/0,0/470, 3/0, 3/825, 4/281, 5/985, 7/6) Bus lay bay (Km 0/3, 2/6, 4/8 and 6/9) |
| 13 | Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50kg of Bitument Emulsion (RS1) 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 503 of MoRT&H - Vfor main work, approach road,service road, VUP (km 4/050)Junction improvements(Km 0/0,0/470, 3/0, 3/825, 4/281, 5/985, 7/6) Bus lay bay (Km 0/3, 2/6, 4/8 and 6/9) |
| 14 | Providing and laying Dense bituminous Macadam of (DBM) 60mm thick Base Binder Course as per Job Mix Formula for overlay on existing pavements of compacted thickness as specified by the Engineer consisting of hard crushed aggregate of quality, size and grading as specified and of sufficient quantities to yield specified compacted thickness with VG30 grade straight run bitumen by weight of the total mix and premixed in a central hot mix plant including screening, sorting and spreading with self propelled mechanical paver consolidating with power and vibratory roller of 80 - 100 kN static weight and finishing to the required and cross slop as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved quarry site other approved sources to work site with all lift and leads by mechanical transport, dead load or any other mode of tranportation, including labour, tools and plants equipments safety measures, testing and incidental charges necessary to complete the work as per MoRT&H Tehnical specification Clause 505for main work, approach road,service road, VUP (km 4/050), Junction improvements(Km 0/0,0/470, 3/0, 3/825, 4/281, 5/985, 7/6) Bus lay bay (Km 0/3, 2/6, 4/8 and 6/9). |
| 15 | Providing and laying Bituminous Concrete30mm thick using 0.13cum of 19.00 - 9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36mm and below size course aggregate with 50-30 kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to requried temperature and mixing in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site etc., including hire charges and fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, Paver Finsiher/9m paver finbisher, Vibratory/Pneumatic 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 507 of MoRT&H V Revisionfor main work, approach road,service road, VUP (km 4/050), Junction improvements(Km 0/0,0/470, 3/0, 3/825, 4/281, 5/985, 7/6) and Bus lay bay (Km 0/3, 2/6, 4/8 and 6/9). |
| 16 | Filling under the trestle portion of ROB with quarry fine dust including cost and conveyance of sand 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 other incidental charges etc, complete for filling under under the trestle portion of ROB for service road and Junction improvements(Km 0/0,0/470, 3/0) |
| 17 | Plain Cement Concrete of grade M15 /(Nominal Mix), using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for MEDIAN for Junction improvements(Km 0/0,0/470, 3/0 & 7/6) |
| 18 | Plain cement concrete of grade M10 (Nominal mix)using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE FOR KERB for service road |
| 19 | Plain Cement Concrete of grade M15 (Nominal Mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Kerb for service road and VUP |
| 20 | Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bankwith initial leads and lifts as per SS 20B,including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposalof all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF ABUTMENT, PIERS AND RETAINING WALLS of ROB at Km 2/2upto 2m depth |
| 21 | 2m - 3m depth |
| 22 | 3m - 4m depth |
| 23 | Plain Cement concrete M10 ( Nominal mix ) 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, layingcompacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specification, for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALLS, ABUTMENTS AND PIERS of ROB at Km 2/2. |
| 24 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete, working at depths, and hire charges for Tools and Plantsincluding all other incidental charges, etc.,complete, for FOOTING FOR ABUTMENTS AND RETURN WALLS of ROB at Km 2/2. |
| 25 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for FOOTINGFOR PIERS of ROB at Km 2/2 |
| 26 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excludingcost and fabrication of steel but including soft water, labour charges for mixing, transporting,laying and curing concrete, working at depths hire charges for Tools and Plants including allother incidental charges, etc. complete, forFOUNDATION OF RETAINING WALL of ROB at Km 2/2. |
| 27 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excludingcost and fabrication of steel but including soft water, labour charges for mixing, transporting,laying and curing concrete, working at depths hire charges for Tools and Plants including allother incidental charges, etc. complete, forstem of RETAINING WALL (below ground level) of ROB at Km 2/2. |
| 28 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excludingcost and fabrication of steel but including soft water, labour charges for mixing, transporting,laying and curing concrete, working at depths hire charges for Tools and Plants including allother incidental charges, etc. complete, for STEM OF RETAINING WALL (above ground level) of ROB at Km 2/2. |
| 29 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excludingcost and fabrication of steel but including soft water, labour charges for mixing, transporting,laying and curing concrete, working at depths hire charges for Tools and Plants including allother incidental charges, etc. complete, for ABUTMENTS and RETURN WALLS (below ground level) of ROB at Km 2/2. |
| 30 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excludingcost and fabrication of steel but including soft water, labour charges for mixing, transporting,laying and curing concrete, working at depths hire charges for Tools and Plants including allother incidental charges, etc. complete, for ABUTMENT and RETURN WALLS (ABOVE GROUND LEVEL) of ROB at Km 2/2. |
| 31 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excludingcost and fabrication of steel but including soft water, labour charges for mixing, transporting,laying and curing concrete, working at depths hire charges for Tools and Plants including allother incidental charges, etc. complete,for BED BLOCK CUM DIRT WALL OVER ABUTMENTS of ROB at Km 2/2. |
| 32 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using20 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, forCOLUMN PIER(Below Ground level) of ROB at Km 2/2. |
| 33 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for COLUMN PIER (Above Ground level) of ROB at Km 2/2. |
| 34 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting,laying and curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for CAPPING BEAM overPIERS of ROB at Km 2/2. |
| 35 | 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, formwork and cost of cement at site, but excluding cost and fabrication of steel but including labour chargesfor mixing ,laying, curing concrete, working at heights, soft water, hire charges for Toolsand Plants, including all other incidental charges, etc., complete for PEDESTALSof ROB at Km 2/2. |
| 36 | Vibrated Reinforced Cement Concrete of gradeM35 (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 formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., completefor Deck slab of ROB at Km 2/2. |
| 37 | 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, labourcharges for mixing transporting, laying, curing concrete, vibration charges,working at heights, soft water and hire charges for tools and plants, including all other incidentalcharges etc, complete as per relevant standard spectificationfor T-BEAMS and CROSS BEAMS of ROB at Km 2/2. |
| 38 | Supplying and fixing of Elastomeric bearing of size 60 x 45 x 14.4 cm as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete |
| 39 | Supplying and installation ofSTRIP SEAL EXPANSION joint system specifications 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 specifications of MORT&H V Revision for ROB at Km 2/2 and VUP. |
| 40 | 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 for ROB at Km 2/2 and Minor Bridges at Chainages 820, 1050,1200, 1475, 1650, 2616, 3600, 4375, 5729, 5949, 6452 & 6964) |
| 41 | Vibrated Reinforced Cement Concrete of grade 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 chargesfor mixing ,transporting, laying, curing concrete, working at heights, soft water, hire chargesfor Tools and Plants, including all other incidental charges, etc., completefor CRASH BARRIER of ROB at Km 2/2. |
| 42 | Vibrated Cement Concrete of grade M30 (Design mix) using 25mm, 12mm, 6mm ISSHBG graded metal, including cost and conveyance of all materials to work site including cement at site, including all labour chargesfor mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges formwork and fixing the same in position etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB of ROB at Km 2/2. |
| 43 | Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG gradedmetal , including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete,For BASE COURSE BELOW APPROACH SLAB of ROB at Km 2/2. |
| 44 | Vibrated reinforced CementConcrete of grade M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including labour chargesfor mixing ,laying, curing concrete, working at heights, soft water, hire charges for Toolsand Plants, including all other incidental charges, etc., complete for APPROACH SLAB of ROB at Km 2/2. |
| 45 | Providing Weep holes with Class I PVCpipes of 100 mm dia of required lengths for abutments and wings including costs and conveyance of all materialsto worksite and labour charges for fixing ,etc.,complete to drain the backfill for ROB at KM 2/2, ROB, VUP, Minor Bridges, Box culvert and Retaining Wall. |
| 46 | Providing FILTER MEDIA behind Abutment and wings for 600mm thickness using filter material conforming to clause 309.3.2.2 of MORT &H well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete fo ROB at Km 2/2. |
| 47 | Filling behind Abutments and returns with clean gritty free draining gravel 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 MORT&H specification of ROB at Km 2/2. |
| 48 | 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 thereinforcement 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 of ROB at Km 2/2. |
| 49 | Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at sitecost 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 of ROB at Km 2/2. |
| 50 | Cement Concrete of grade M15 (Nominal Mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for MEDIAN for ROB. |
| 51 | Earthwork excavation in all classes of soil except soft disintegrated rock and medium 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 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 PORTION,CUT OFF WALL AND APRON of VUP at Km 4/050. |
| 52 | Plaincement concrete of grade M10 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for LEVELLING COURSE FOR BOX PORTION AND RETAINING WALL of VUP at Km 4/050. |
| 53 | VibratedReinforced Cement Concrete of grade M30 (DESIGN MIX) using 20mmISS size HBG gradedmetal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE SLAB, TOP SLAB AND STEM of VUP at Km 4/050. |
| 54 | Vibrated 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 cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Base course of APPROACH SLAB OF VUP at Km 4/050. |
| 55 | Vibrated Reinforcement cement concrete of grade M30 (Design Mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification FOR Approach slab of VUP at Km 4/050. |
| 56 | VibratedReinforcement cement concrete of grade M40 (Design Mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants including all other incidental charges etc., complete as per relevant standard specification forCRASH BARRIER of VUP at Km 4/050. |
| 57 | Vibrated Reinforced Cement Concrete of grade M-30, ( Design Mix),using 65% of 25mm, 25% of 12mm and 10% of 6mm IRC size HBG graded metal with steel reinforcement 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 of 75mm uniform thickness over deck slab and approach slab of VUP at Km 4/050. |
| 58 | Supply and fabrication of Fe500 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, Fe500 grade of VUP at Km 4/050. |
| 59 | Construction of RE Walls includingdesign, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facial panel (18cm thick) in M35 grade concrete including the cost of cement and aggregates at site, cost of steel, preparation of panel, storage, testing of the panel and other materials in RE wall, carry out the necessary soil investigation, including cost of supply geostrip with galvanised iron or geogrid at site including assembling, joining and laying of reinforcement strips of geogrid & geotextile filter cloth in position, inculding all material and labour charges and incliding all thecharges etc., for RE Wall as per Cl.3100 of MORTH specification - V Revision of VUP at Km 4/050. |
| 60 | Vibrated Cement Concrete of grade M15 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 FRICTION SLAB of VUP at Km 4/050. |
| 61 | Vibrated reinforced cement M40 (Design Mix) using maximum nominal size of coarse aggregate as 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 incluing labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incdiental chrages etc., complete for FRICTION SLAB CUM CRASH BARRIER FOR RE WALL of VUP at Km 4/050. |
| 62 | Vibrated Cement Concrete M20 grade, Nominal Mix 1:2:4 using 20mm 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 charges,etc.,complete as per standard specification for Foundation of RETAINING WALL of VUP at Km 4/050. |
| 63 | Vibrated Cement Concrete M20 grade, Nominal Mix 1:2:4 using 20mm 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 charges,etc.,complete as per standard specification for RETAINING WALL BELOW GROUND LEVEL of VUP at Km 4/050. |
| 64 | Vibrated Cement Concrete M20 grade, Nominal Mix 1:2:4 using 20mm 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 charges,etc.,complete as per standard specification for RETAINING WALL ABOVE GROUND LEVEL of VUP at Km 4/050. |
| 65 | Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site 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 PCCPARAPETS OVER RETAINING WALLof VUP at Km 4/050. |
| 66 | 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 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 DRESSING THE BED UP TO SILL LEVEL for Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 67 | Earthwork excavation inall classes of soil including soft desintegrated rock, Kankar 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 ABUTMENTS, PIERS AND WINGSfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616, 3/600, 4/375,5/729,5/949,6/452,6/964 |
| 68 | Plain cement concrete of grade M10 Nominal Mixusing 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE FOR FOUNDATION OF ABUTMENT AND WING WALLfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 69 | VibratedCement Concrete of grade M20 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVELfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 70 | VibratedCement Concrete of grade M20 (Nominal Mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVELfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600, 4/375,5/729,5/949,6/452,6/964, |
| 71 | VibratedReinforced Cement Concrete of grade M30 (design mix)usingISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERSfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 72 | Providing and fixing KRAFT PAPER for full width of seating of deck slab andincluding cost and conveyanceto work site, labour charges for fixing the same in the correct position and all other incidental charges etc., complete forfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600, 4/375,5/729,5/949,6/452,6/964 |
| 73 | VibratedReinforced Cement Concrete of grade M30 (design mix)usingISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLABfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964, |
| 74 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST\"s (Roads Wing) specifications for Roads and Bridges \" Fourth Revision Cl. 309-3-2-2 etc., completefor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 75 | Filling behind Abutments and wings with clean gritty gravel 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 for water and all other incidental charges etc,complete forfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 76 | Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, completefor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 77 | Supply and fabrication of Fe 500 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, Fe 500 grade-1 MTfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 78 | Vibrated Cement Concrete of grade M10(Nominal Mix)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 SLABfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600, 4/375,5/729,5/949,6/452,6/964 |
| 79 | Vibrated reinforced cement concrete of grade M30 (design mix) using 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 Slabfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964, |
| 80 | Vibrated cement Concrete of grade M30 (design mix) using 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 of 75mm uniform thickness over deck slab and approach slabfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 81 | Vibrated Reinforced Cement Concrete of grade M-40, Design Mix,using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 RCC CRASH BARRIERS OVER DECK SLABfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 82 | Vibrated Cement Concrete of grade M20 ( Nominal Mix) using 20mm 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 charges,etc.,complete as per standard specification for PCC PARAPET OVER WINGSfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964 |
| 83 | Vibrated Cement Concrete of grade M20 (Nominal Mix) using 20mm ISS size hard granite broken graded 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 FOOTING OF PCC RETAINING WALLfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600,4/375,5/729,5/949,6/452,6/964, |
| 84 | Vibrated Cement Concrete fo grade M20(Nominal Mix) using 20mm ISS size hard granite broken graded 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 STEM OF PCC RETAINING WALLfor Minor Bridges at km 0/820, 1/050,1/200,1/475,1/650,2/616,3/600, 4/375, 5/729,5/949,6/452,6/964 |
| 85 | 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 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 BOX CULVERT,CUT OFF WALL AND APRON for Box Culvert at Km 0/225, 0/352,0/402,0/530,0/616 & 0/936,2/452,2/841,3/160,3/300,3/842, 4/792,5/208,5/338,5/475,6/187,6/679,7/162 & 7/380 |
| 86 | Filling under the box culvert with quarry fine dust including cost and conveyance of sand 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 other incidental charges etc, complete for filling under the Box and Apron for Box Culvert at Km 0/225, 0/352,0/402,0/530,0/616 & 0/936,2/452,2/841,3/160,3/300,3/842, 4/792,5/208,5/338,5/475,6/187,6/679,7/162 & 7/380 |
| 87 | Plain cement concrete of grade M10 (Nominal Mix)using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE FOR BOX PORTION & APRON for Box Culvert at Km 0/225, 0/352,0/402,0/530,0/616 & 0/936,2/452,2/841,3/160,3/300,3/842, 4/792,5/208,5/338,5/475,6/187,6/679,7/162 & 7/380 |
| 88 | Vibrated cement concrete of grade M15 (Nominal Mix) 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification FOR CUT OFF WALLS for Box Culvert at Km 0/225, 0/352,0/402,0/530,0/616 & 0/936,2/452,2/841,3/160,3/300,3/842, 4/792,5/208,5/338,5/475,6/187,6/679,7/162 & 7/380 |
| 89 | VibratedReinforced Cement Concrete of grade M30 (DESIGN MIX) usingsize ISS 20mm & below graded HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE SLAB, STEM, TOP SLAB OF BOX CULVERT AND KEY WALLS for Box Culvert at Km 0/225, 0/352,0/402,0/530,0/616 & 0/936,2/452,2/841,3/160,3/300,3/842, 4/792,5/208,5/338,5/475,6/187,6/679,7/162 & 7/380 |
| 90 | Vibrated Reinforced Cement Concrete ofgrade M-40, (Design Mix),using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 RCC CRASH BARRIERS OVER DECK SLAB for Box Culvert at Km 0/225, 0/352,0/402,0/530,0/616 & 0/936,2/452,2/841,3/160,3/300,3/842, 4/792,5/208,5/338,5/475,6/187,6/679,7/162 & 7/380 |
| 91 | Supply and fabrication of Fe-500 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, Fe-500 grade for Box Culvert at Km 0/225, 0/352,0/402,0/530,0/616 & 0/936,2/452,2/841,3/160,3/300,3/842, 4/792,5/208,5/338,5/475,6/187,6/679,7/162 & 7/380 |
| 92 | Vibrated cement Concrete of grade M30 (design mix ) using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing 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 of 75mm uniform thickness over deck slab and approach slab for Box Culvert at Km 0/225, 0/352,0/402,0/530,0/616 & 0/936,2/452,2/841,3/160,3/300,3/842, 4/792,5/208,5/338,5/475,6/187,6/679,7/162 & 7/380 |
| 93 | VibratedCement Concrete of grade M20 (Nominal Mix) using 20mm ISS size HBG metalincluding 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 FOOTINGS OF RETAINING WALLS for Box Culvert at Km 0/225, 0/352,0/402,0/530,0/616 & 0/936,2/452,2/841,3/160,3/300,3/842, 4/792,5/208,5/338,5/475,6/187,6/679,7/162 & 7/380 |
| 94 | VibratedCement Concrete of grade M20 (Nominal Mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS for Box Culvert at Km 0/225, 0/352,0/402,0/530,0/616 & 0/936,2/452,2/841,3/160,3/300,3/842, 4/792,5/208,5/338,5/475,6/187,6/679,7/162 & 7/380 |
| 95 | Earth work excavation in al classes of soil except hard rock requiring blasting and depositing on bankwith all leads and lifts as per SS208, 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 WALLSat km 4/3-4/4 & 7/4-7/6 |
| 96 | Plain Cement concrete- M10 ( Nominal mix ) 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, layingcompacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specification, for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALL at km 4/3-4/4 & 7/4-7/6 |
| 97 | Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm below 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 at km 4/3-4/4 & 7/4-7/6 |
| 98 | Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm &12mm 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 GL) at km 4/3-4/4 & 7/4-7/6 |
| 99 | Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm &12mm 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 GL) at km 4/3-4/4 & 7/4-7/6 |
| 100 | Vibrated Cement Concrete M20 grade, Nominal Mix 1:2:4 using 20mm 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 charges,etc.,complete as per standard specification for Foundation of PCC RETAINING WALL at km 4/3-4/4 & 7/4-7/6 |
| 101 | Vibrated Cement Concrete M20 grade, Nominal Mix 1:2:4 using 20mm 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 charges,etc.,complete as per standard specification for PCC RETAINING WALL BELOW GROUND LEVEL at km 4/3-4/4 & 7/4-7/6 |
| 102 | Vibrated Cement Concrete M20 grade, Nominal Mix 1:2:4 using 20mm 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 charges,etc.,complete as per standard specification for RETAINING WALL ABOVE GROUND LEVEL at km 4/3-4/4 & 7/4-7/6 |
| 103 | Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade at km 4/3-4/4 & 7/4-7/6 |
| 104 | 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 TOE WALLS OF EMBANKMENT REVETMENT at Km 0/950-1/650 |
| 105 | Vibrated Cement Concrete of Grade M-10, Nomional Mix, 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 Levelling course for TOE WALLS at Km 0/950-1/650 |
| 106 | Vibrated Cement Concrete of Grade M-10, Nomional Mix, 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 TOE WALLS at Km 0/950-1/650 |
| 107 | Gravel packing to revetment for 150mm thick, including cost and conveyance of gravel to worksite,laying, and filling in layers, of 150mm thick, tamping, including watering with all leads for water and all other incidental charges etc, complete at Km 0/950-1/650 |
| 108 | Manufacturing and fixing cement concrete blocks of size 250 x 250x 300 mm in CC 1:2:4, nominal mix (M15) using 20mm ISS size HBG metal including cost and conveyance of all materials to worksite and cement site includingconveyance and handling charges for the same at both ends, including all other incidental charges, etcc, complete for REVETMENTS.-1Sqm at Km 0/950-1/650 |
| 109 | Raised pointing with CM 1:3 on the Revetment surface including cost and conveyance of all materials to worksite and cement site includingconveyance and handling charges for the same at both ends, including all other incidental charges, etcc, complete for REVETMENTS.-1Sqm at Km 0/950-1/650 |
| 110 | Dismantling the the existing RR Masonry in Cement Mortar in the existing causeway and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete for Drain at km 3/4-3/6 & 7/6 |
| 111 | Earthwork excavation in all classes of soil except soft disintegrated rock and medium 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 DRAINat km 3/4-3/6 & 7/6 |
| 112 | Vibrated cement concrete of grade M10 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE FOR DRAIN at km 3/4-3/6 & 7/6 |
| 113 | Vibrated Cement Concrete of grade M20 NOMINAL MIX usingsize ISS 20mm & below graded HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE SLAB, STEM, OF DRAIN at km 3/4-3/6 & 7/6 |
| 114 | Providing and fixing 160mm dia PVC pipes of approved class not less than 4kg/cm2 connecting the draiage spouts of the deck slab along both the sides of the deck slab connected to thte Rainwater harvesting system below every third span with the bends, tees, clamps and all other accessories and fixutres complete including tools and plants, tranportation, including labour charges for fixing for of Deck Drainage & Rain water harvesting well. |
| 115 | Earth work excavation and disposal of excavated earth by transfer with a lead of 2 km away from work site as directed by the departmental officers for disposal as per Standard Specifications and all other incidental charges etc., complete for Rain water Harvesting well. Upto 2m depth |
| 116 | 2m - 3m depth |
| 117 | Filling with Msand including cost and conveyance of all materials and stacking at stie to departmental guage for premeasurements, labour charges for laying, handling and filling in layers not more than 15cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum dentity for CI pipe pit and Rain water harvesting well |
| 118 | Filling with 40mm size ISS HBG metal in the rain water harvesing system including cost and conveyance of all materials and labour charges for filling complete as directed by the Engineer. |
| 119 | Filling with 20mm size ISS HBG metal in the rain water harvesing system including cost and conveyance of all materials and labour charges for filling complete as directed by the Engineer. |
| 120 | Filling with 12mm size ISS HBG metal in the rain water harvesing system including cost and conveyance of all materials and labour charges for filling complete as directed by the Engineer. |
| 121 | Filling with 6mm size ISS HBG metal in the rain water harvesing system including cost and conveyance of all materials and labour charges for filling complete as directed by the Engineer. |
| 122 | Providing and laying of ISI class NP3 pipe of best quality of 1200 dia. In the rain water harvesting system with all required special including costs and conveyance of pipes and specials, labour charges for in position and all other incidental charges etc., complete for pipes as directed by the engineer. |
| 123 | Providing and fixing RCC cover slab over rainwater harvesting pit including cost and conveyance of all materials and labour charges etc., compete as directed by the Engineer |
| 124 | Painting two coats with Ready mix plastic emulsionpaint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts - including scoffolding charges |
| 125 | Painting two coats with ready mix plastic emulsion paint with approved colour including priming coat over the stucco plasteringsurface complete including scrapping clean removal of dirt of parts for surfaces that doesn’t need scaffolding etc., completeforZebra marking and other colours. |
| 126 | Providing Road Furniture for Main work, Junction Improvements (Km 0/0, 0/470, 3/0, 3/825, 4/281, 5/985, 7/6) & Bus lay bayProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bead @ 250 grm.per sqm. Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and free streaks and holes etc., complete.as per MORT&H specification No.383 |
| 127 | Providing and fixingreflectiveRoad Stud of \"catagory A\"Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS Moulded bodyconfirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal friction 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 Circular No.RW/NH.33023/10/97-DO.III Dated 11.06.97 and the length, height,and width of the body shall not be less than15mm ,90 mm and 100mm andthe minimum reflective area of 13 Sq.Cm on each side and the slope to the base shall be 35+/- degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular.The strength of detachment of the integrated cylindrical shanks,(of diameter not less than 19+/- 2mm and height not less than 30+/-2mm) from the body is to be a monimum 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 adhesives as per manufacturer\"s recommendation and complete as directed by the enginner. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH specification 804 etc., complete |
| 128 | Providingand fixing ofRigid Median Marker double sided madeof tough, highimpact resistant,injection moulded,thermoplastic body with an isosceles trapezoidal structure of length,width and height not less than 15cm,10cm and 10 cm respectively and thickness not less than 1.80mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for moulding 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 at least 70% of this value and subjected to accelerated weathering for 1000 hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection moulding processs. The median marker shall have rectangular shaped , fluourescentthe ground level to the bottom of sigm board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmlyfixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 of 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 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. |
| 129 | ProvidinganderectingRetro-reflectorised Cautionary, Mandatory and InformatorySigns (without definition board) made out of High Intensity Micro Prismatic Grade sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mmwith a clear height of not less than 2.10m from the ground level to the bottom of sigm board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmlyfixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 of 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, 90cm triangle (Without definition board)) |
| 130 | 90cm Equilateral Triangle (With Definition board) |
| 131 | 60x45 Rectangle |
| 132 | 60cm circular board |
| 133 | 90cm High octagonal |
| 134 | Providinganderecting Direction and Place Identification Retro Reflectorised Signmade out of High Intensity Micro Prismatic Grade sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mmwith a clear height of not less than 2.10m from the ground level to the bottom of sigm board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmlyfixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 of 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 IRN 67-2012.(as per MORT&H specification No.801).upto 0.9sqm Type IV |
| 135 | more than 0.9sqm Type IV |
| 136 | ProvidinganderectingRetro-reflectorised Hazard Marker Traffic Signmade out of High Intensity Micro Prismatic Grade sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mmwith a clear height of not less than 2.10m from the ground level to the bottom of sigm board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmlyfixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 of 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). |
| 137 | Supply and fixing of Delineators with the reflector made of Metacryl resin,valuable reflection area 92mmX19 mm, reflection flame ABS stay made up of specialised extruded aluminium alloy length 320mm and width 108 mm, anchor bolt anodized anchor bolt T-840, lens colour yellow, total length of ABS stay/holder width 56mm and length 81mmx5 nos, no of lenses 5 and the distance between lenses 56mm. Each panel shall be designed to attach -adhere to and shall be compatible with safety barriers/ guard rails/ existing structures and pipelines with necessary hardware/frames.Each panel shall confirm to the retro reflectance and chromocity limits specified in the details technical specification and as directed by the Engineer. |
| 138 | Providing and erecting single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall \"W\" beams and spacer channels be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550 gms/Sqm, mimimum 950mm above road/ground level fixed on ISMC series channel vertical post 150x75x5 mm spaced 2m centre to centre 312mmX83mm flange width 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS:1367 clause 4.60 all complete as per Technical Specifications and as directed by the Engineer-in-charge. |
| 139 | Providing and fixing of Retro Reflectorized OverheadInformatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 - 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively MS Stiffener plates 8mm thick of sues 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co efficient of Retro-reflection values against the values as mentioned in Table 59 of IRC67 - 2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates us per UL 2801 standards. The retro reflective sheeting shall be covered under 10 years warranty issued for Beld 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.8011).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer in charge etc, complete. |
| 140 | Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 - 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively MS Stiffener plates 8mm thick of sues 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co efficient of Retro-reflection values against the values as mentioned in Table 59 of IRC67 - 2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates us per UL 2801 standards. The retro reflective sheeting shall be covered under 10 years warranty issued for Beld 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.8011).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer in charge etc, complete for size 5.00 X 1.80 M |
| 141 | Providing and fixing KM stones including all other incidental charges |
| 142 | Providing and fixing HM stones including all other incidental charges. |
| 143 | Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro -reflective sheeting shall be covered under 10 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) (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications) |
| 144 | Painting CC surface with one coat of prime and two coats of synthetic enamel paint of approved quality and colour including through scraping, clean removal of dirt etc complete complying with standard specifiactions and as directed by the engineers incharge. |
| 145 | Supplying and Fixing of Solar RED/WHITE/BLUE LED Blinkers with 2 Nos of 4\"dia 3mm thick Cantilever L type pole, 4Nos of 3\" dia 2.5mm thick Advance pole,0 Nos of Red/white/Blue High frequency flashing lights 3 set 6 Nos of 300mm dia Red blinker lights ,6Nos LED Delinators Red/White/Blue,2Nos of high frequency circuit box,4Nos of 100AH EXIDE SMF battery with battery box and panel structure each 2 nos |
| 146 | Supply and erection of 7m free standing double Arm Bracket 8 sided octogonally continously tapered structed pole with base plate of size 250 x 250 x 12mm as per IS 875 with following specification.Bottom pole dia - 140mmTop pole Dia - 70mmThickness of pole - 3mmThe pole should be hot dip galvanized confirming to BESN ISO - 1461 with thickness of 65 MicronHighmast 16m with 8 Nos 150W LED fitting |
| 147 | Disposal of Surplus Earth Disposal of excavated earth by transfer with a lead of 5 km away from worksite as directed by the departmental officers for disposal as per Standard specifications and all other incidental charges etc., Complete. |
| 148 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 149 | Basic cost of value put to tender as per estimate |
| 150 | Add GST at 18% |
| 151 | Total Value put to Tender |
| 152 | Negotiated Percentage |
| 153 | Final Negotiated Value |
| 154 | Add GST at 18% of Final Negotiated Value |
| 155 | Total Value of Contract Including 18% of GST |
| 156 | Basic cost of value put to tender as per Estimate |
| 157 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
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