Construction Of Road From Kazigaon Part-I To Dholapara Part-Ii (Ch 165.00M To Ch 2000.00M ),Kazigaon Bazar To Debattar Khopati Road,Alomganj Pt.Viii To Hazori Jharna,Nh31 To Panbari Mosque Road (Ch.00M To Ch 1000M)Including 4 Years
Tender Value
3.11 Crore
Estimated cost
Bid Submission
20 Dec 2022
0 days left
EMD
6.23 Lakhs
Bank guarantee accepted
Document Fee
6230
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gauripur → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Kazigaon Part-I To Dholapara Part-Ii ( Ch 165.00M To Ch 2000.00M ) , Kazigaon Bazar To Debattar Khopati Road, Alomganj Pt.Viii To Hazori Jharna, Nh31 To Panbari Mosque Road ( Ch.00M To Ch 1000M ) Including 4 Years
BOQ
| Sl. No. | Item Description |
| 1 | Construction of road from Kazigaon part-I to Dholapara part-II (Ch 165.00m to Ch 2000.00m ) Clearing and grubbing road land including oprooting wild vegetation ,grass ,bushes,shrubs ,saplings and trees of girth up to 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or autioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per specification clause 201 (ii) By mechanical means (A) In area of non thorny jungle |
| 2 | Scarifying existing Bituminous surface to a depth of 150mm and disposal of scarified material with a lift up to 3.00m and lead up to 1000m as per technical specification clause 301.4 |
| 3 | Providing and fixing of typical PMGSY informatory sign board with logo as per MORD soecifications and drawing .Three MS plates of 1.6mm thick ,top and middile plate duly welded with MS flat iron 25x5mm size on back edges .The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos .75mmx75mm of 12SWG Sheet tubes posts duly embedded in cement concrete M15 gradeblocks of 450mmx450mmx600mm,600mm below ground level.The top most diamond plate will be welded to middile plate by 47mmx47mmof 12SWG steel tube.AllM.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube willbe painted wityh primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 |
| 4 | Setting out Typical bench mark as per drawing 200.1 |
| 5 | Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(ii) Ordinary Kilometre Stone (Precast) |
| 6 | Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(III)200m Stone |
| 7 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I)Private Land |
| 8 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land |
| 9 | Construction of granular sub-base by providing well 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 smooth wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 10 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.(2) Grading - II (Screening A).B) By Manual Means- |
| 11 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.(3) Grading - III (Screening B).A) By Manual Means |
| 12 | Providing and applying primer coat with bitumen emulsion (SS1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00kg/sqm using mechanical means as per technical specification clause 502 |
| 13 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulicbroom as per Technical Specification clause 503. |
| 14 | 20mm thick open graded premix carpet using Bituminous Binder mixing with processed waste plastic (as per IRC -SP-98-20130 by replacement of 8%bitumen binder weight providing and laying androlling of 20mm thickopen graded premix carpet it ( thickness not less than 20mmat any place)composed of 13.2mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2mm graded aggregatesize & 0.09 cum per 10 sqm usingbituminous binder @ 13.432 kg per 10 sqm ( i.e 92 % ofstandard bitumen and 8% waste processed plastic by weightshall be used for coating aggregateafter heating ) as per IRC : SP:98:2013 layinh to required line , grade and levelto serve asfinished to required level and graded as per technical specification cl 508 to be followed by seal coat of either type A , type B or Type C as per technical specification , Bitumen VG 30. |
| 15 | SealCoat : Providing and laying sealcoat sealing the voids in a bituminous surface laid to the specified levels , grade and cross fall using Type A , Type B and Type C as per technical specification cl 510 , Case -III TypeC (II) Bitumen (S-65) |
| 16 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle |
| 17 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular |
| 18 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular |
| 19 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms 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 holes and conforming to the MoSrt&H specifications |
| 20 | Painting of speed breaker |
| 21 | Single bamboo palasiding /walling of whole 2nd class bamboo (Jati or Bethua ) 75mm dia and closely packed & driven including fitting ,fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.50m apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 ,Driven at least 900mm below ground and 1200mm above ground, ch 1800m to ch 1900m |
| 22 | Earth work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and others deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materials.I. Ordinary Soil.A. Manual Means. ( with dewatering )(i) Upto 3.00 M depth. |
| 23 | Plain Cement Concrete M10(1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawings & Technical specification cl 1109 (Triple HPC) |
| 24 | Providing concrete for plain /reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203,B. With natural Gravel I.P.C.C. Grade M10, Nominal mix 1:3:6(Double HPC) |
| 25 | Providing and laying Reinforced Cement Concrete pipe NP-3 for culverts on first class bedding on granular material in Double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106B) 1000 mm dia (Double HPC) |
| 26 | Providing andLaying RCC Pipe NP3 as per design in single row. Laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works inhead walls and parapets Clause 1106.1000mm dia (Triple HPC) |
| 27 | Brick masonry work in cement mortar in sub structure complete except pointing and plastering as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204(i) In 1:4 Cement Mortar |
| 28 | Brick masonary in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109. I . In 1: 4 cement mortar. |
| 29 | Plastering with cement mortar ( 1:4 ), 15mm thick on brick work in sub-structures per drawing and technical specifications Cl. 613.4 & 1204. |
| 30 | Back filling behind Abutment,Wing Wall and Return Wall complete as per drawing and Technical Specification Clause No.1204.3.8(ii) Granular Material |
| 31 | 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.I. Ordinary soil (b)\"With dewatering \"(i)upto 3 m depth |
| 32 | Prvidingbrick soling in earthen shoulderwith stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. A) Brick on flat soling |
| 33 | Plain/Reinforced cement concrete,in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 34 | Plain/Reinforced cement concrete,in Super structure complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 35 | Supplying, fitting and placing TMT bar reinforcement in Foundation complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved) |
| 36 | Supplying, fitting and placing TMT bar reinforcement in Superstructure complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved) |
| 37 | Providing and erecting direction and place identification retro- reflectorised sign , fixed over MS sheeting, 3 mm thick with area exceeding 0.9 sqm supported on a mild steel hollow bar 50x 50x 4 mm supported on 200 mm dia RCC coloumn as per drwaing and detai specification |
| 38 | Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately |
| 39 | Plastering with cement morter(1:3) in brick work in sub structure as per technical specification. |
| 40 | Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaceas per drawing and technical specification |
| 41 | Construction of road from Kazigaon Bazar to Debattar Khopati Road Clearing and grubbing road land including oprooting wild vegetation ,grass ,bushes,shrubs ,saplings and trees of girth up to 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or autioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per specification clause 201 (ii) By mechanical means (A) In area of non thorny jungle |
| 42 | Providing and fixing of typical PMGSY informatory sign board with logo as per MORD soecifications and drawing .Three MS plates of 1.6mm thick ,top and middile plate duly welded with MS flat iron 25x5mm size on back edges .The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos .75mmx75mm of 12SWG Sheet tubes posts duly embedded in cement concrete M15 gradeblocks of 450mmx450mmx600mm,600mm below ground level.The top most diamond plate will be welded to middile plate by 47mmx47mmof 12SWG steel tube.AllM.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube willbe painted wityh primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 |
| 43 | Setting out Typical bench mark as per drawing 200.1 |
| 44 | Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(ii) Ordinary Kilometre Stone (Precast) |
| 45 | Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(III)200m Stone |
| 46 | Making up loss of materials /irregualrities on shoulders to the design level by adding fresh approved selected soil and compacting it withappropriate eqipment at OMC up to a lead of 1000m as per technical specification clause 1903 |
| 47 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I)Private Land |
| 48 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land |
| 49 | Construction of granular sub-base by providing well 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 smooth wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 50 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B).A) By Manual Means |
| 51 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulicbroom as per Technical Specification clause 503 |
| 52 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. 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.) I.With Hydrated lime/cement as filler (Refer table 500-9 of MORT & H specification A.With 60/70 or VG-30 Grade bitumen |
| 53 | Providing and laying interlocking concrete block pavement (M40) having thicknee 80mm as per technical specification clause 1504 comlete including carriage a) Including Edge block/Edge restriants |
| 54 | Extra rate for providing 25% colour block |
| 55 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle |
| 56 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular |
| 57 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular |
| 58 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms 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 holes and conforming to the MoSrt&H specifications |
| 59 | Painting of speed breaker |
| 60 | 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.I. Ordinary soil (b)\"With dewatering \"(i)upto 3 m depth |
| 61 | Prvidingbrick soling in earthen shoulderwith stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. A) Brick on flat soling |
| 62 | Plain/Reinforced cement concrete,in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 63 | Plain/Reinforced cement concrete,in Super structure complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 64 | Supplying, fitting and placing TMT bar reinforcement in Foundation complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved) |
| 65 | Supplying, fitting and placing TMT bar reinforcement in Superstructure complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved) |
| 66 | Providing and erecting direction and place identification retro- reflectorised sign , fixed over MS sheeting, 3 mm thick with area exceeding 0.9 sqm supported on a mild steel hollow bar 50x 50x 4 mm supported on 200 mm dia RCC coloumn as per drwaing and detai specification |
| 67 | Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately |
| 68 | Plastering with cement morter(1:3) in brick work in sub structure as per technical specification. |
| 69 | Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaceas per drawing and technical specification |
| 70 | Construction of road from Alomganj pt.VIII to Hazori Jharna Clearing and grubbing road land including oprooting wild vegetation ,grass ,bushes,shrubs ,saplings and trees of girth up to 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or autioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per specification clause 201 (ii) By mechanical means (A) In area of non thorny jungle |
| 71 | Providing and fixing of typical PMGSY informatory sign board with logo as per MORD soecifications and drawing .Three MS plates of 1.6mm thick ,top and middile plate duly welded with MS flat iron 25x5mm size on back edges .The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos .75mmx75mm of 12SWG Sheet tubes posts duly embedded in cement concrete M15 gradeblocks of 450mmx450mmx600mm,600mm below ground level.The top most diamond plate will be welded to middile plate by 47mmx47mmof 12SWG steel tube.AllM.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube willbe painted wityh primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 |
| 72 | Setting out Typical bench mark as per drawing 200.1 |
| 73 | Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(ii) Ordinary Kilometre Stone (Precast) |
| 74 | Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(III)200m Stone |
| 75 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I)Private Land |
| 76 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land |
| 77 | Construction of granular sub-base by providing well 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 smooth wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial |
| 78 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.(3) Grading - III (Screening B).A) By Manual Means |
| 79 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage., 32 nos block per sqma) including Edge block/Edge restraints,Using block 32 nos/Sqm, Basket Weave design only. |
| 80 | Extra cost for for colour CC Block 25% |
| 81 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle |
| 82 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular |
| 83 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular |
| 84 | Earth work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and others deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materials.I. Ordinary Soil.A. Manual Means. ( with dewatering )(i) Upto 3.00 M depth. |
| 85 | Plain Cement Concrete M10(1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawings & Technical specification cl 1109 |
| 86 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding |
| 87 | Providing andLaying RCC Pipe NP3 as per design in single row. Laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works inhead walls and parapets Clause 1106.1000mm dia |
| 88 | Brick masonary in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109. I . In 1: 4 cement mortar. |
| 89 | Plastering with cement mortar ( 1:4 ), 15mm thick on brick work in sub-structures per drawing and technical specifications Cl. 613.4 & 1204. |
| 90 | 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.I. Ordinary soil (b)\"With dewatering \"(i)upto 3 m depth |
| 91 | Prvidingbrick soling in earthen shoulderwith stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. A) Brick on flat soling |
| 92 | Plain/Reinforced cement concrete,in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 93 | Plain/Reinforced cement concrete,in Super structure complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 94 | Supplying, fitting and placing TMT bar reinforcement in Foundation complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved) |
| 95 | Supplying, fitting and placing TMT bar reinforcement in Superstructure complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved) |
| 96 | Providing and erecting direction and place identification retro- reflectorised sign , fixed over MS sheeting, 3 mm thick with area exceeding 0.9 sqm supported on a mild steel hollow bar 50x 50x 4 mm supported on 200 mm dia RCC coloumn as per drwaing and detai specification |
| 97 | Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately |
| 98 | Plastering with cement morter(1:3) in brick work in sub structure as per technical specification. |
| 99 | Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaceas per drawing and technical specification |
| 100 | Plain/reinforced cement concrete in sub structure complete as per drawings and techincal specification clause 802,804,805,806,807,1202 & 1204 , Concreting of wheel guard on parapet wall of existing box cuolvert A.III RCC Grade M29 (I) For height up to 5m |
| 101 | Providing and fixing in posotion pipe railling consisting of IS Rolled sttel joist posts designation IS MB 100(100X75) at 2.5m interval and three rows of 50mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specification clause 1208.2 |
| 102 | Supplying , fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M15 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 strip up to 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) 15cm diaRCC guard post with reinforcement of 4nos ,12mm dia main steel bars and 6mm TMT/MS stirrups at 15c/c in box culvert approaches at ch 850m |
| 103 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS :280 and IS :4826 in 100mm x100mm mesh (wooven diagonally) including 10percent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification clause 1301. |
| 104 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302. |
| 105 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302 I.Stone Boulder. |
| 106 | Construction of road from NH31 to Panbari Mosque road (Ch.00m to ch 1000m) Providing and fixing of typical PMGSY informatory sign board with logo as per MORD soecifications and drawing .Three MS plates of 1.6mm thick ,top and middile plate duly welded with MS flat iron 25x5mm size on back edges .The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos .75mmx75mm of 12SWG Sheet tubes posts duly embedded in cement concrete M15 gradeblocks of 450mmx450mmx600mm,600mm below ground level.The top most diamond plate will be welded to middile plate by 47mmx47mmof 12SWG steel tube.AllM.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube willbe painted wityh primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 |
| 107 | Setting out Typical bench mark as per drawing 200.1 |
| 108 | Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(ii) Ordinary Kilometre Stone (Precast) |
| 109 | Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(III)200m Stone |
| 110 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m) |
| 111 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels80-100KN static roller in stagesto proper grade and camber, applying and brooming stonescreening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405.(3) Grading - III (Screening B).A) By Manual Means |
| 112 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 113 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. 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.)\"With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)for Grading II (10 mm nominal size) |
| 114 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms 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 holes and conforming to the MoSrt&H specifications |
| 115 | Providing and fixing of road stud 100x100 mm dia cast in aluminimum, resitant to corrosive effect of salt and grit , fitted with lense reflectors , installed in concrete or asphaltic surface by drilling holes 30mm up to 600mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS :873 (Part 4 ) 1973 |
| 116 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle |
| 117 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular |
| 118 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular |
| 119 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.I. Ordinary soilUpto 3 m depth |
| 120 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 |
| 121 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 (Hand Mixing) |
| 122 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 123 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 124 | Providing concrete for plain / reinforced concrete in substructure complete as perdrawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204PCC Grade M 20Nominial mix (1:2:4) (Rectangula Cover Drain) |
| 125 | Providing weep holes in brick masonry /stone masonry ,plain reinforced concrete abutment,wing wall ,return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification clause 614,709, 1204.3.7 |
| 126 | Providing concrete for plain / reinforced concrete in substructure complete as perdrawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204RCC Grade M 20Nominial mix (1:2:4) (Trepezoidal Cover Drain) |
| 127 | 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.I. Ordinary soil (b)\"With dewatering \"(i)upto 3 m depth |
| 128 | Prvidingbrick soling in earthen shoulderwith stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. A) Brick on flat soling |
| 129 | Plain/Reinforced cement concrete,in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 130 | Plain/Reinforced cement concrete,in Super structure complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 131 | Supplying, fitting and placing TMT bar reinforcement in Foundation complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved) |
| 132 | Supplying, fitting and placing TMT bar reinforcement in Superstructure complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved) |
| 133 | Providing and erecting direction and place identification retro- reflectorised sign , fixed over MS sheeting, 3 mm thick with area exceeding 0.9 sqm supported on a mild steel hollow bar 50x 50x 4 mm supported on 200 mm dia RCC coloumn as per drwaing and detai specification |
| 134 | Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately |
| 135 | Plastering with cement morter(1:3) in brick work in sub structure as per technical specification. |
| 136 | Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaceas per drawing and technical specification |
| 137 | Utility shifting |
AI Tender Summary
Tender Timeline
Dec 02, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 20, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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