Tender For Construction Of Road From Syamcharenerkuti Pt-I To Syamcharenerkuti Pt-Ii, Pokamari Bazar To 1St Km Of Panbari Chitalkati Pmgsy Road Via Bagmara, Debitola To Hatibanda Road ( Ambari To Kalbhandari ) Including 4 Years Of Rm Under Mmpna
Tender Value
4.13 Crore
Estimated cost
Bid Submission
20 Dec 2022
0 days left
EMD
8.28 Lakhs
Bank guarantee accepted
Document Fee
8280
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 Syamcharenerkuti Pt-I To Syamcharenerkuti Pt-Ii, Pokamari Bazar To 1St Km Of Panbari Chitalkati Pmgsy Road Via Bagmara, Debitola To Hatibanda Road ( Ambari To Kalbhandari ) Including 4 Years Of Rm Under Mmpna
BOQ
| Sl. No. | Item Description |
| 1 | Construction of road from Syamcharenerkuti pt-I to Syamcharenerkuti pt-II 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 | 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 |
| 3 | Setting out Typical bench mark as per drawing 200.1 |
| 4 | 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) |
| 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(III)200m Stone |
| 6 | 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 |
| 7 | 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 |
| 8 | 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 |
| 9 | 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 |
| 10 | 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. |
| 11 | Extra cost for for colour CC Block 25% . |
| 12 | 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 |
| 13 | 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 |
| 14 | 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 |
| 15 | 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. 100m toCh. 150m,RHS |
| 16 | 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. |
| 17 | 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 (Single HPC) |
| 18 | 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) |
| 19 | 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) |
| 20 | 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 (Single HPC) |
| 21 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding (Single HPC) |
| 22 | 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 (Double HPC) |
| 23 | 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. (Single HPC) |
| 24 | Plastering with cement mortar ( 1:4 ), 15mm thick on brick work in sub-structures per drawing and technical specifications Cl. 613.4 & 1204. |
| 25 | 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 |
| 26 | 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 |
| 27 | Plain/Reinforced cement concrete,in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 28 | Plain/Reinforced cement concrete,in Super structure complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 29 | 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) |
| 30 | 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) |
| 31 | 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 |
| 32 | Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately |
| 33 | Plastering with cement morter(1:3) in brick work in sub structure as per technical specification. |
| 34 | 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 |
| 35 | Construction of road fromPokamari Bazar to 1st km of Panbari Chitalkati 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 |
| 36 | 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 |
| 37 | Setting out Typical bench mark as per drawing 200.1 |
| 38 | 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) |
| 39 | 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 |
| 40 | 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 |
| 41 | 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 |
| 42 | 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 |
| 43 | 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 |
| 44 | 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. |
| 45 | Extra cost for for colour CC Block 25% |
| 46 | 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 |
| 47 | 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 |
| 48 | 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 |
| 49 | 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. |
| 50 | 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 |
| 51 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding |
| 52 | 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 |
| 53 | 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. |
| 54 | Plastering with cement mortar ( 1:4 ), 15mm thick on brick work in sub-structures per drawing and technical specifications Cl. 613.4 & 1204. |
| 55 | 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 |
| 56 | 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 |
| 57 | Plain/Reinforced cement concrete,in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 58 | Plain/Reinforced cement concrete,in Super structure complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 59 | 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) |
| 60 | 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) |
| 61 | 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 |
| 62 | Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately |
| 63 | Plastering with cement morter(1:3) in brick work in sub structure as per technical specification. |
| 64 | 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 |
| 65 | 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 . Driven at least 900mm below ground and 1200 mmabove ground |
| 66 | Construction of road fromDebitola to Hatibanda road ( Ambari to Kalbhandari ) 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 |
| 67 | 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 |
| 68 | Setting out Typical bench mark as per drawing 200.1 |
| 69 | 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) |
| 70 | 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 |
| 71 | 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 |
| 72 | 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 |
| 73 | 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 |
| 74 | 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 B).A) By Manual MeansIII |
| 75 | 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 |
| 76 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 77 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 78 | 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), Rate as per Annexure-III,Qty as per annexure-IV |
| 79 | 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(Considering 80% length) |
| 80 | Painting of speed breaker |
| 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 (Single HPC) |
| 86 | 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) |
| 87 | 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) |
| 88 | 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 (Single HPC) |
| 89 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding (Single HPC) |
| 90 | 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 (Double HPC) |
| 91 | 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. (Single HPC) |
| 92 | Plastering with cement mortar ( 1:4 ), 15mm thick on brick work in sub-structures per drawing and technical specifications Cl. 613.4 & 1204. |
| 93 | Excavation for StructuresEarthwork 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 soil (i) upto 3 m depth |
| 94 | 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 |
| 95 | 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 |
| 96 | 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) |
| 97 | 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 |
| 98 | 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 |
| 99 | 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 |
| 100 | Plain/Reinforced cement concrete,in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 101 | Plain/Reinforced cement concrete,in Super structure complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20 |
| 102 | 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) |
| 103 | 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) |
| 104 | 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 |
| 105 | Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately |
| 106 | Plastering with cement morter(1:3) in brick work in sub structure as per technical specification. |
| 107 | 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 |
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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