Upgradation And Widening Of Tihu Feeder Road, 2. Construction Of Road (I) Gobindapur Satra Road, (Ii) Patacharkuchi Ancholi Road At Amartol To 1474/3 No. Pub Khagrabari L.P. School, (Iii) Pipla Me School To Pakha, (Iv) Khagrabari Tiniali To Janakalyan Me
Tender Value
104.07 Crore
Estimated cost
Bid Submission
21 Feb 2023
0 days left
EMD
2.08 Crore
Bank guarantee accepted
Document Fee
30000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bhawanipur → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation And Widening Of Tihu Feeder Road, 2. Construction Of Road ( I ) Gobindapur Satra Road, ( Ii ) Patacharkuchi Ancholi Road At Amartol To 1474 / 3 No. Pub Khagrabari L.P. School, ( Iii ) Pipla Me School To Pakha, ( Iv ) Khagrabari Tiniali To Janakalyan Me School Road And 3. Improvement Of Road From Souderbhitha To Manas Under Sopd ( G ) For The Year 2022-23
BOQ
| Sl. No. | Item Description |
| 1 | 1. Upgradation and Widening of Tihu Feeder Road : Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i) By Manual Means:- A In area of light jungleA. In area of Light jungle |
| 2 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (i). Girth from 900 mm to 1800 mm |
| 3 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (ii). Girth above 1800 mm |
| 4 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) I By Manual Means A Bituminous courses . |
| 5 | Embankment Construction with Material Obtained from Borrow Pits (Construction of 24 Item No. Description Unit Rate (18-19) Ref. of MoSRT&H embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land(i) From private land. |
| 6 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land. |
| 7 | Excavation in Soil with Dozer with lead upto cum 132.00 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections. |
| 8 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401(I) For Grading I Material |
| 9 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401 (I) For Grading II Material |
| 10 | Wet Mix Macadam (Providing, laying, spreading cum 2429.00 and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting withvibratory roller to achieve the desired density(including carriage of mixed materials up to 10.0Km initial lead from mixing plant ) |
| 11 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) |
| 12 | Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt. |
| 13 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in allrespect. (including carriage of mixed materialsup to 10.0 Km initial lead from mixing plant )(Including cost of testing of materials at site and laboratory as directed by the deptt.)A. VG-30 Grade Bitumen (Grading-II) |
| 14 | Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)(ii) for Grading II (13 mm nominal size) |
| 15 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 801 (90 Cm equilateral traingle) |
| 16 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 801(60 cm equilateral traingle) |
| 17 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 801 (60 cmm x 45 cm rectangular) |
| 18 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 801 (60 cm circular) |
| 19 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 801 (80 cm x 60 cm rectangular) |
| 20 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on amild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450 mmx 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 801 (90 cm Octagonal) |
| 21 | Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground leve |
| 22 | Direction and place identification sign more than 0.9sqm size board.Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 23 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with threemonths replacement warranty and free maintenance |
| 24 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area,bthickness of 2.5 mm is exclusive of surface applied glass beads as perbIRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications |
| 25 | Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded ina suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 26 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer stone (Precast) |
| 27 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (iii) 200th meter stone (Precast) as per IRC:26-1967. |
| 28 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade(nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering,moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.(b)15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cmc/c. |
| 29 | Boundary Pillar:Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 |
| 30 | Planting of Trees and their Maintenance each 831.00 for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year. |
| 31 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade , sloped towards the kerb, kerb stone with channel laid with kerb laying machine,foundation concrete manually all complete as per clause 408.) A Using Concrete Mixer |
| 32 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with syntheticenamel paint in all shades on new, plastered / concrete surfaces as per drawingand Technical Specification Clause 1701 |
| 33 | A. Over head sign: Providing and erecting overhead signs of anti-corrosive steel ( All the steel work must be TATA/SAIL/any other approved brand.) tubular framed structure for retro reflective signage boards made of high intensity grade encapsulated lens type retro Reflective sheeting conforming to ASTMD4956 type B III specificationsintensity shed base including fixing the board on portal/support/wall/dowel rod etc., with contractors clamps/cleats/bolts/rivets/wells including all contractors materials, labour, tools, lead & lifts etc. complete and all other incidental charges necessary for successful completion of work as per specifications and as directed. (2 Nos of Over head sign) |
| 34 | B.\"Providing retro reflective sign board of high intensity grade reflective sheeting conforming to ASTMD4956 B-III specifications having approved pattern over its entire surface bonded on to 2 mm thick aluminium sheeting, the entire face of the sign shall be covered & bounded with yellow/ white/ red/ blue high intensity grade with distinctive nod pattern on front side withheat lamp vacuum applicator machine only. |
| 35 | Type - A, \"W\" : Metal Beam Crash Barrier (Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) |
| 36 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material withall lift and lead of 1000 metres) I. By manual means C)RCC Structure |
| 37 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.I Ordinary soil |
| 38 | Dry rubble Flooring, Construcytion of dry cum 2288.00 rubbl flooring at cross drainage works for relatively less important works. |
| 39 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. A PCC M15 Grade. |
| 40 | Plain/Reinforced cement concrete, in substructure complete as per drawing and technical specification and steel shuttering formwork. F) RCC M25 Grade |
| 41 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications.(a)TMT-IS 1786 ( Fe-500 D) Primary Producer tonne 78525.00 (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent) |
| 42 | Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footh path , fixed with sodium vapour lamp and fixed on the concrete foundation. (i) For Fixing in Median |
| 43 | RCC Bridge No. 4/2 : Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202.(a) Including dismembering |
| 44 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material withall lift and lead of 1000 metres) I. By manual means C)RCC Structure |
| 45 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 46 | Bored cast-in-situ M35 grade R.C.C. pile & 1700 excluding reinforcement complete as per drawing and technical specifications and removal Item No. Description Unit Rate (18-19) Ref. of MoSRT&H 150 of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) |
| 47 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a) Initial and Routine load test. |
| 48 | Levelling course for Pile cap |
| 49 | Cement concrete for reinforced concrete in pile cap. (B) RCC M25 grade |
| 50 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar Item No. Description Unit Rate (18-19) Ref. of MoSRT&H 153 reinforcement in foundation complete as per drawing and technical specifications. (a)TMT-IS 1786 ( Fe-500 D) Primary Producer tonne 78391.00(TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent) |
| 51 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. F) RCC M25 Grade Case - I (Using Concrete Mixer) up to 5 m Height. |
| 52 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a)TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent) |
| 53 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\" including steel shuttering formwork.Case I (ii) T beam Slab (a) Height up to 5 m. RCC M30 Grade |
| 54 | Reinforcement in Super Structure: Supplying,fitting and placing TMT conforming to IS:1786Fe 500 D reinforcement in super-structureincluding splicing complete as per drawing andtechnical specifications (a)TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent) |
| 55 | Supplying,fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 56 | Supplying,fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 57 | StructuralSteel Built - Up - Girder (BUG) ( Proviiding and Launching Steel Truss of Structural Steel BUG Super Structure including painting complete as per Drawing and Technical Specifications under Section 1900 of MOST |
| 58 | Providing,fitting and fixing mild steel railing complete as per drawing and Technical Specification |
| 59 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 60 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instruction for installation) |
| 61 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 62 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed.(b)Without Boat |
| 63 | Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm |
| 64 | RCC Cover Drain : Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.) |
| 65 | Dry rubble Flooring, Construcytion of dry cum 2288.00 rubbl flooring at cross drainage works for relatively less important works. |
| 66 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I Without plasticiser A PCC Grade M15 |
| 67 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork.F) RCC M25 Grade.Case I Using concrete mixture( Without Plasticizer) |
| 68 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications.(a)TMT-IS 1786 ( Fe-500 D) Primary Producer tonne 78525.00(TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent) |
| 69 | Providing weep holes in Brick masonry/ each 199.00 Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. |
| 70 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 71 | Shifting of electric lines including dismantling of existing lines as per direction of Executive Engineer in consultation with APDCL. ( Line Length=4.80 KM) (Provisional Estimate of APDCL has been attached as Additional documents) |
| 72 | Shifting of PWSS pipe line alongwith functional house hold along the alignment as per direction of Executive Engineer in consultation with PHED. ( Line Length=4.80 KM) (Estimate of PHED has been attached as Additional documents). |
| 73 | 2. Construction of Road (i) Gobindapur Satra Road, (ii) Patacharkuchi Ancholi Road at Amartol to 1474/3 No. Pub Khagrabari L.P. School, (iii) Pipla ME School to Pakha, (iv) Khagrabari Tiniali to Janakalyan ME School Road : Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.(i) By Manual Means:- A In area of light jungle |
| 74 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit._i. Girth from 900 mm to 1800 mm |
| 75 | Embankment Construction with Material Obtained from Borrow Pits (Construction of 24 Item No. Description Unit Rate (18-19) Ref. of MoSRT&H embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 76 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 77 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401_I) For Grading II Material |
| 78 | Wet Mix Macadam (Providing, laying, spreading cum 2429.00 and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0Km initial lead from mixing plant )(WMM-I) |
| 79 | Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification andas directed.(a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. |
| 80 | (C)Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.(Measurement = (10556x0.250x0.300)x2= 1583.40 Cum |
| 81 | Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_60 cm equilateral traingle |
| 82 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_60 cmm x 45 cm rectangular |
| 83 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_60 cm circular |
| 84 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_80 cm x 60 cm rectangular |
| 85 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_90 cm Octagonal |
| 86 | Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level. |
| 87 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area,bthickness of 2.5 mm is exclusive of surface applied glass beads as perbIRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications |
| 88 | Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded ina suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 89 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical pecification Clause 1703_ ii) Ordinary Kilometer stone (Precast) |
| 90 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical pecification Clause 1703_iii) 200th meter stone (Precast) as per IRC:26-1967. |
| 91 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade(nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering,moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.(b)15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cmc/c. |
| 92 | Single HP Culvert : 1000mm Dia : Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.) \"Manual Means (Depth upto 3 m)( With dewatering ) |
| 93 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 94 | Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering,as per drawing and technical specifications |
| 95 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering,as per drawing and technical specifications |
| 96 | Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in double row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding...with 1st class bedding of granular Material. |
| 97 | Plastering with cement mortar (1:4 ) 15mm thick on brick work in sub-structure as per Technical specification |
| 98 | Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. |
| 99 | RCC Box Culvert (3x3) Single: Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections. |
| 100 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 101 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 102 | Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specification Clause 800,1205.4 and 1205.5 |
| 103 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications ..TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved) |
| 104 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 105 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. |
| 106 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification … A. granular Materials |
| 107 | 3. Improvement of Road from Souderbhitha to Manas : Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i) By Manual Means:- A In area of light jungle |
| 108 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit._i. Girth from 900 mm to 1800 mm |
| 109 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit._ii. Girth above 1800 mm |
| 110 | Embankment Construction with Material Obtained from Borrow Pits (Construction of 24 Item No. Description Unit Rate (18-19) Ref. of MoSRT&H embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land(i) From private land. |
| 111 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land. |
| 112 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401_\"I) For Grading II Material. |
| 113 | Cement Treated Sub-Base : Providing in-situ Stabilization od Sub-Base by using Cement as per design mix (3-4%) using environment friendly truck mounted cement spreader with computer control spray system of spraying width upto 2.4 m as per specification. The pre spread cement, sub base materials shall be processed in-situ by using self propelled 4 wheeled individual hydraulic drive cold recycler/ stabilizer equipment with working width 2.4 m fitted with 440 KW Engine.The stabilizer equipment shall have inbuilt water spray bar system with built in nozzles to evenly spray, for stabilization purposes. |
| 114 | Wet Mix Macadam (Providing, laying, spreading cum 2429.00 and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting withvibratory roller to achieve the desired density(including carriage of mixed materials up to 10.0Km initial lead from mixing plant ) |
| 115 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) |
| 116 | Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt. |
| 117 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in allrespect. (including carriage of mixed materialsup to 10.0 Km initial lead from mixing plant )(Including cost of testing of materials at site and laboratory as directed by the deptt.)A. VG-30 Grade Bitumen (Grading-II) |
| 118 | Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)(ii) for Grading II (13 mm nominal size) |
| 119 | Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_90 Cm equilateral traingle |
| 120 | Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_60 cm equilateral traingle |
| 121 | Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_60 cmm x 45 cm rectangular |
| 122 | Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_60 cm circular |
| 123 | Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_80 cm x 60 cm rectangular |
| 124 | Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801_90 cm Octagonal |
| 125 | Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level. |
| 126 | Direction and place identification sign more than 0.9sqm size board.Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 127 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with threemonths replacement warranty and free maintenance |
| 128 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area,bthickness of 2.5 mm is exclusive of surface applied glass beads as perbIRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications |
| 129 | Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded ina suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 130 | Kilometre Stone...Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703_ ii) Ordinary Kilometer stone (Precast) |
| 131 | Kilometre Stone...Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703_ iii) 200th meter stone (Precast) as per IRC:26-1967. |
| 132 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade(nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering,moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.(b)15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cmc/c. |
| 133 | Planting of Trees and their Maintenance each 831.00 for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year. |
| 134 | Type - A, \"W\" : Metal Beam Crash Barrier (Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) |
AI Tender Summary
Tender Timeline
Feb 10, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 21, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 21, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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