onstruction Of Rcc Br. No. 6 / 1, 6 / 2 Over River Motonga And 13 / 1 Over River Balti On Kumarikata Kauli Guabari Road And Br. No. 5 / 1 Over River Motonga On Dakhin Kumarikata Nagrijuli Road With Approaches And Protection Works Under
Tender Value
31.26 Crore
Estimated cost
Bid Submission
06 Jan 2022
0 days left
EMD
62.53 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tamulpur → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
onstruction Of Rcc Br. No. 6 / 1, 6 / 2 Over River Motonga And 13 / 1 Over River Balti On Kumarikata Kauli Guabari Road And Br. No. 5 / 1 Over River Motonga On Dakhin Kumarikata Nagrijuli Road With Approaches And Protection Works Under
BOQ
| Sl. No. | Item Description |
| 1 | 1) Construction of RCC Bridge no. 5/1 over river Motonga on Dakhin Kumarikata Nagrijuli Road: 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 A. Manual means (I) depth upto 3.0m( without dewatering) |
| 2 | 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 A. Manual means (ii) 3m to 6m depth( without dewatering) |
| 3 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) |
| 4 | Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)(a) Initial and routine load test |
| 5 | Cement concrete for reinforced concrete in pile cap complete as per drawing and technical specifications. N. without PlasticiserB. RCC Grade M25 ( Using Concrete Mixer) |
| 6 | Levelling course for pile cap : providing and lying of PCC M15 levelling course 100mm thick below the pile cap |
| 7 | Reinforcement in Foundation: Supplying,fitting and placingTMT IS:1786 Fe500 D bar reinforcement in foundation 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) |
| 8 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. |
| 9 | Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 10 | Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specification and steel shuttering formworkN. without PlasticiserF. RCC Grade M25(Using Concrete mixer) (II) Height 5.0m to 10.0m |
| 11 | Supplying, fitting and placing TMTIS: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) |
| 12 | 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. |
| 13 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specificationB) Sandy material |
| 14 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. |
| 15 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83(pt.II) section IX and clause 2005 of MoRT&H Specifications complete including all accessories as per drawing and Technical Specifications. |
| 16 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\" including steel shuttering formwork. N. without PlasticiserB. RCC Grade M25 ( Using Concrete Mixer)(II) For T-Beam and Slab(b) Height 5.0 m to 10.0 m |
| 17 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing 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) |
| 18 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 19 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate,true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 20 | Drainage spouts complete as per approved drawings and technical specifications. |
| 21 | Providing and laying strip seal expansion joint catering to maximum horizontal movement up to 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised represantative ensuring compliance to the manufacturar\"s instructions for installation. |
| 22 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 23 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 24 | SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia for all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30 m or upto refusal (N = 100) for collection of undisturbed/disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix-2 of IRC 78-2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, testing to be done as per relevant IRC/IS codes complete as per direction of the Deptt. |
| 25 | Approach protection works: Providing and laying boulders apron laid in wire crates made with 4mm dia wire conforming to IS:4826 & IS:280 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each. |
| 26 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications. A. Stone/Boulder |
| 27 | Providing andlaying filter material underneath pitching in slopes complete as per drawing and Technical Specification. |
| 28 | River Bank protection : Providing and laying boulders apron laid in wire crates made with 4mm dia wire conforming to IS:4826 & IS:280 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each. |
| 29 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications. A. Stone/Boulder |
| 30 | Providing andlaying filter material underneath pitching in slopes complete as per drawing and Technical Specification. |
| 31 | Approach work : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees girth up to 300 mm, removel of stumps of trees cut earlier and disposal of unserviceable materials and staking of serviceable materials to be used or auctioned up to lead of 1000 metres including removel and disposal of top organic soil not exceeding 150mm thick.(i) By manual meansA. In area of light jungle |
| 32 | Construction of Embankment with materials obtained from borow pits, with all lifts and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.)(a) from private land |
| 33 | Construction of Sub grade and Earthen Shoulders with approved materials obtained from borow pits, with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 34 | Construction of Granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (with initial lead of 5 km)(ii) for grading -II material |
| 35 | Wet Mix Macadam (Providing, laying, spreading 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 10.0 Km initial lead from mixing plant ) |
| 36 | Providing and applying primer coat with bitumen emulsionon prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.(Including cost of testing of materials at site and laboratory as directed by the deptt)using mechanical means (i) With Bitumen emulsion -CSS-1h |
| 37 | Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared drybituminous/granularsurface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt)(I) with Bitumen emulsion CSS-1h ( Dry and Hungry Bituminous surface) |
| 38 | 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 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.) \"(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification)(A) (I)\"with 60/70 or VG-30 grade bitumen(II)for GradingII(19 mm nominal size) |
| 39 | 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.)(B) \"(a) \"(a) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) (I)\"with 60/70 or VG-30 grade bitumen (II) for Grading-II(13 mm nominal size) |
| 40 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering |
| 41 | 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 15cm c/c. |
| 42 | Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick 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 as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii.60cm equilateral traingle |
| 43 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. |
| 44 | Planting of trees and their maintenance for three years: Planting of trees by the road side (Avenue trees) in 0.60 m dia hole , 1 m deep dug in 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 three years. |
| 45 | Subways: Construction of Embankment with materials obtained from borow pits, with all lifts and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 46 | Construction of Sub grade and Earthen Shoulders with approved materials obtained from borow pits, with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 47 | Construction of Granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (with initial lead of 5 km)(ii) for grading -II material |
| 48 | 2) Construction of RCC Bridge no. 13/1 over river Balti on Kumarikata Kauli Guabari Road : Excavation for structures : Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deeleterious matter, dressing of sides and bottom and back filling with approved material. i). In Ordinary Soil A. Manual means (I) depth upto 3.0m( without dewatering) |
| 49 | Excavation for structures : Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deeleterious matter, dressing of sides and bottom and back filling with approved material. i). In Ordinary Soil A. Manual means (ii) 3m to 6m depth( without dewatering) |
| 50 | Providing and construction of Temporary Island 10m Diametre for Construction of well foundation for 6m dia Wellcomplete as per clause 1200 of MORTH specifications. A). Depth of water 1.0m and depth of island 1.25m |
| 51 | Providing and Construction of one span service road to reach island location from one pier to another pier location |
| 52 | Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications |
| 53 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. A). Well Curbii. RCC M-25 Grade. Case I. Usuing Concrete Mixture |
| 54 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork.II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 B). Well Steining iii. RCC M-25 Grade. Case I. Usuing Concrete Mixture |
| 55 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 C). Bottom Plug ii. PCC Grade M-25 Grade. Case I. Usuing Concrete Mixture |
| 56 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 E). TopPlug Concreteiii. PCC Grade M-25 . Case I. Usuing Concrete Mixture |
| 57 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork.II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 F). Well Capii. RCC M-25 Grade. Case I. Usuing Concrete Mixture |
| 58 | Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (i). Depth below Bed Level upto 3.0m |
| 59 | Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (ii). Beyond 3.0m upto 10.0m |
| 60 | Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil(iii). Beyond 10.0m upto 20.0m |
| 61 | Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil(iv). Additional Depth beyond 20m to 30m a. Without Kentiledge |
| 62 | Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (i). Depth below Bed Level upto 3.0m |
| 63 | Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (ii). Beyond 3.0m upto 10.0m |
| 64 | Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (iii). Beyond 10.0m upto 20.0m |
| 65 | Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207 |
| 66 | Reinforcement in Foundation: Supplying,fitting and placingTMT IS:1786 Fe500 D bar reinforcement in foundation 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) |
| 67 | Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specification and steel shuttering formworkP. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent)conforming to IS-9103-1999 F. RCC Grade M25(Using Concrete mixer)(ii). Height above 5m upto 10m |
| 68 | Supplying, fitting and placing TMTIS: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) |
| 69 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83(pt.II) section IX and clause 2005 of MoRT&H Specifications complete including all accessories as per drawing and Technical Specifications. |
| 70 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification (B) Sandy material |
| 71 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. |
| 72 | 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 1V : 20H towards drawing face. Complete as per drawing and Technical spefifications |
| 73 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\" including steel shuttering formwork. P. \"With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.For R.C.C. T-Beam and Slab B. RCC M-25 Grade Case I. usuing concrete mixture(b) Height upto 5.0mto 10m |
| 74 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing 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) |
| 75 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 76 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate,true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 77 | Providing and laying strip seal expansion joint catering to maximum horizontal movement up to 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised represantative ensuring compliance to the manufacturar\"s instructions for installation. |
| 78 | Drainage spouts complete as per approved drawings and technical specifications. |
| 79 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 80 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 81 | SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia for all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30 m or upto refusal (N = 100) for collection of undisturbed/disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix-2 of IRC 78-2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, testing to be done as per relevant IRC/IS codes complete as per direction of the Deptt. |
| 82 | Approach protection works : Providing and laying boulders apron laid in wire crates made with 4mm dia wire conforming to IS:4826 & IS:280 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each. |
| 83 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications. A. Stone/Boulder (including toe protection) |
| 84 | Providing andlaying filter material underneath pitching in slopes complete as per drawing and Technical Specification. |
| 85 | River Bank protection : Providing and laying boulders apron laid in wire crates made with 4mm dia wire conforming to IS:4826 & IS:280 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each. |
| 86 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications. A. Stone/Boulder (including toe protection) |
| 87 | Providing andlaying filter material underneath pitching in slopes complete as per drawing and Technical Specification. |
| 88 | Approach works : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees girth up to 300 mm, removel of stumps of trees cut earlier and disposal of unserviceable materials and staking of serviceable materials to be used or auctioned up to lead of 1000 metres including removel and disposal of top organic soil not exceeding 150mm thick. (i) By manual meansA. In area of light jungle |
| 89 | Construction of Embankment with materials obtained from borow pits, with all lifts and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.)(a) from private land |
| 90 | Construction of Sub grade and Earthen Shoulders with approved materials obtained from borow pits, with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 91 | Construction of Granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (with initial lead of 5 km)(ii) for grading -II material |
| 92 | Wet Mix Macadam (Providing, laying, spreading 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 10.0 Km initial lead from mixing plant ) |
| 93 | Providing and applying primer coat with bitumen emulsionon prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.(Including cost of testing of materials at site and laboratory as directed by the deptt)using mechanical means (i) With Bitumen emulsion -CSS-1h |
| 94 | Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared drybituminous/granularsurface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt)(I) with Bitumen emulsion CSS-1h ( Dry and Hungry Bituminous surface) |
| 95 | 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 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.) \"(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification)(A) (I)\"with 60/70 or VG-30 grade bitumen(II)for GradingII(19 mm nominal size) |
| 96 | 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.)(B) \"(a) \"(a) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) (I)\"with 60/70 or VG-30 grade bitumen (II) for Grading-II(13 mm nominal size) |
| 97 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering |
| 98 | 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 15cm c/c. |
| 99 | Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick 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 as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii.60cm equilateral traingle |
| 100 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. |
| 101 | Planting of trees and their maintenance for three years: Planting of trees by the road side (Avenue trees) in 0.60 m dia hole , 1 m deep dug in 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 three years. |
| 102 | Subways : Construction of Embankment with materials obtained from borow pits, with all lifts and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 103 | Construction of Sub grade and Earthen Shoulders with approved materials obtained from borow pits, with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 104 | Construction of Granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (with initial lead of 5 km) (ii) for grading -II material |
| 105 | 3) Construction of RCC Bridge no. 6/2 over river Motonga on Kumarikata Kauli Guabari Road : Excavation for structures : Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deeleterious matter, dressing of sides and bottom and back filling with approved material. i). In Ordinary Soil A. Manual means (I) depth upto 3.0m( without dewatering) |
| 106 | Excavation for structures : Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deeleterious matter, dressing of sides and bottom and back filling with approved material. i). In Ordinary Soil A. Manual means (ii) 3m to 6m depth( without dewatering) |
| 107 | Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications |
| 108 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork.II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. A). Well Curbii. RCC M-25 Grade. Case I. Usuing Concrete Mixture |
| 109 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 B). Well Steining iii. RCC M-25 Grade. Case I. Usuing Concrete Mixture |
| 110 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 C). Bottom Plugii. PCC Grade M-25 Grade. Case I. Usuing Concrete Mixture |
| 111 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 E). TopPlug Concreteiii. PCC Grade M-25 . Case I. Usuing Concrete Mixture |
| 112 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 F). Well Capii. RCC M-25 Grade. Case I. Usuing Concrete Mixture |
| 113 | Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (i). Depth below Bed Level upto 3.0m |
| 114 | Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (ii). Beyond 3.0m upto 10.0m |
| 115 | Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (iii). Beyond 10.0m upto 20.0m |
| 116 | Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207 |
| 117 | Reinforcement in Foundation: Supplying,fitting and placingTMT IS:1786 Fe500 D bar reinforcement in foundation 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) |
| 118 | Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specification and steel shuttering formworkP. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent)conforming to IS-9103-1999 F. RCC Grade M25(Using Concrete mixer)(ii). Height above 5m upto 10m |
| 119 | Supplying, fitting and placing TMTIS: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) |
| 120 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83(pt.II) section IX and clause 2005 of MoRT&H Specifications complete including all accessories as per drawing and Technical Specifications. |
| 121 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification (B) Sandy material |
| 122 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. |
| 123 | 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 1V : 20H towards drawing face. Complete as per drawing and Technical spefifications |
| 124 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\" including steel shuttering formwork. P. \"With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.For R.C.C. T-Beam and Slab B. RCC M-25 Grade Case I. usuing concrete mixture(b) Height upto 5.0mto 10m |
| 125 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing 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) |
| 126 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 127 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate,true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 128 | Providing and laying strip seal expansion joint catering to maximum horizontal movement up to 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised represantative ensuring compliance to the manufacturar\"s instructions for installation. |
| 129 | Drainage spouts complete as per approved drawings and technical specifications. |
| 130 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 131 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 132 | SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia for all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30 m or upto refusal (N = 100) for collection of undisturbed/disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix-2 of IRC 78-2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, testing to be done as per relevant IRC/IS codes complete as per direction of the Deptt. |
| 133 | Approach protection works : Providing and laying boulders apron laid in wire crates made with 4mm dia wire conforming to IS:4826 & IS:280 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each. |
| 134 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications. A. Stone/Boulder (including toe protection) |
| 135 | Providing andlaying filter material underneath pitching in slopes complete as per drawing and Technical Specification. |
| 136 | Approach works : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees girth up to 300 mm, removel of stumps of trees cut earlier and disposal of unserviceable materials and staking of serviceable materials to be used or auctioned up to lead of 1000 metres including removel and disposal of top organic soil not exceeding 150mm thick.(i) By manual means A. In area of light jungle |
| 137 | Construction of Embankment with materials obtained from borow pits, with all lifts and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.)(a) from private land |
| 138 | Construction of Sub grade and Earthen Shoulders with approved materials obtained from borow pits, with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 139 | Construction of Granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (with initial lead of 5 km)(ii) for grading -II material |
| 140 | Wet Mix Macadam (Providing, laying, spreading 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 10.0 Km initial lead from mixing plant ) |
| 141 | Providing and applying primer coat with bitumen emulsionon prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.(Including cost of testing of materials at site and laboratory as directed by the deptt)using mechanical means (i) With Bitumen emulsion -CSS-1h |
| 142 | Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared drybituminous/granularsurface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt)(I) with Bitumen emulsion CSS-1h ( Dry and Hungry Bituminous surface) |
| 143 | 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 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.) \"(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification)(A) (I)\"with 60/70 or VG-30 grade bitumen(II)for GradingII(19 mm nominal size) |
| 144 | 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.)(B) \"(a) \"(a) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) (I)\"with 60/70 or VG-30 grade bitumen (II) for Grading-II(13 mm nominal size) |
| 145 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering |
| 146 | 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 15cm c/c. |
| 147 | Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick 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 as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii.60cm equilateral traingle |
| 148 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. |
| 149 | Planting of trees and their maintenance for three years: Planting of trees by the road side (Avenue trees) in 0.60 m dia hole , 1 m deep dug in 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 three years. |
| 150 | Subways : Construction of Embankment with materials obtained from borow pits, with all lifts and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 151 | Construction of Sub grade and Earthen Shoulders with approved materials obtained from borow pits, with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 152 | Construction of Granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (with initial lead of 5 km) (ii) for grading -II material |
| 153 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. |
| 154 | 4) Construction of RCC Bridge no. 6/1 over river Motonga on Kumarikata Kauli Guabari Road : Excavation for structures : Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deeleterious matter, dressing of sides and bottom and back filling with approved material. i). In Ordinary Soil A. Manual means (I) depth upto 3.0m( without dewatering) |
| 155 | Excavation for structures : Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deeleterious matter, dressing of sides and bottom and back filling with approved material. i). In Ordinary Soil A. Manual means (ii) 3m to 6m depth( without dewatering) |
| 156 | Providing and construction of Temporary Island 10m Diametre for Construction of well foundation for 6m dia Wellcomplete as per clause 1200 of MORTH specifications. A). Depth of water 1.0m and depth of island 1.25m |
| 157 | Providing and Construction of one span service road to reach island location from one pier to another pier location |
| 158 | Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications |
| 159 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. A). Well Curb ii. RCC M-25 Grade. Case I. Usuing Concrete Mixture |
| 160 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork.II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 B). Well Steiningiii. RCC M-25 Grade. Case I. Usuing Concrete Mixture |
| 161 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork.II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 C). Bottom Plugii. PCC Grade M-25 Grade. Case I. Usuing Concrete Mixture |
| 162 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 E). TopPlug Concrete iii. PCC Grade M-25 . Case I. Usuing Concrete Mixture |
| 163 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. II. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 F). Well Capii. RCC M-25 Grade. Case I. Usuing Concrete Mixture |
| 164 | Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (i). Depth below Bed Level upto 3.0m |
| 165 | Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (ii). Beyond 3.0m upto 10.0m |
| 166 | Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil(iii). Beyond 10.0m upto 20.0m |
| 167 | Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil(iv). Additional Depth beyond 20m to 30m a. Without Kentiledge |
| 168 | Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (i). Depth below Bed Level upto 3.0m |
| 169 | Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (ii). Beyond 3.0m upto 10.0m |
| 170 | Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking)complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil (iii). Beyond 10.0m upto 20.0m |
| 171 | Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207 |
| 172 | Reinforcement in Foundation: Supplying,fitting and placingTMT IS:1786 Fe500 D bar reinforcement in foundation 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) |
| 173 | Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specification and steel shuttering formworkP. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent)conforming to IS-9103-1999 F. RCC Grade M25(Using Concrete mixer)(ii). Height above 5m upto 10m |
| 174 | Supplying, fitting and placing TMTIS: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) |
| 175 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83(pt.II) section IX and clause 2005 of MoRT&H Specifications complete including all accessories as per drawing and Technical Specifications. |
| 176 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification (B) Sandy material |
| 177 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. |
| 178 | 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 1V : 20H towards drawing face. Complete as per drawing and Technical spefifications |
| 179 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\" including steel shuttering formwork. P. \"With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.For R.C.C. T-Beam and Slab B. RCC M-25 Grade Case I. usuing concrete mixture(b) Height upto 5.0mto 10m |
| 180 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing 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) |
| 181 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 182 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate,true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 183 | Providing and laying strip seal expansion joint catering to maximum horizontal movement up to 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised represantative ensuring compliance to the manufacturar\"s instructions for installation. |
| 184 | Drainage spouts complete as per approved drawings and technical specifications. |
| 185 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 186 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 187 | SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia for all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30 m or upto refusal (N = 100) for collection of undisturbed/disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix-2 of IRC 78-2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, testing to be done as per relevant IRC/IS codes complete as per direction of the Deptt. |
| 188 | Approach protection works : Providing and laying boulders apron laid in wire crates made with 4mm dia wire conforming to IS:4826 & IS:280 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each. |
| 189 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications. A. Stone/Boulder (including toe protection) |
| 190 | Providing andlaying filter material underneath pitching in slopes complete as per drawing and Technical Specification. |
| 191 | River Bank protection : Providing and laying boulders apron laid in wire crates made with 4mm dia wire conforming to IS:4826 & IS:280 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each. |
| 192 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications. A. Stone/Boulder (including toe protection) |
| 193 | Providing andlaying filter material underneath pitching in slopes complete as per drawing and Technical Specification. |
| 194 | Approach works : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees girth up to 300 mm, removel of stumps of trees cut earlier and disposal of unserviceable materials and staking of serviceable materials to be used or auctioned up to lead of 1000 metres including removel and disposal of top organic soil not exceeding 150mm thick.(i) By manual meansA. In area of light jungle |
| 195 | Construction of Embankment with materials obtained from borow pits, with all lifts and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.)(a) from private land |
| 196 | Construction of Sub grade and Earthen Shoulders with approved materials obtained from borow pits, with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 197 | Construction of Granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (with initial lead of 5 km)(ii) for grading -II material |
| 198 | Wet Mix Macadam (Providing, laying, spreading 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 10.0 Km initial lead from mixing plant ) |
| 199 | Providing and applying primer coat with bitumen emulsionon prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.(Including cost of testing of materials at site and laboratory as directed by the deptt)using mechanical means (i) With Bitumen emulsion -CSS-1h |
| 200 | Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared drybituminous/granularsurface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the deptt)(I) with Bitumen emulsion CSS-1h ( Dry and Hungry Bituminous surface) |
| 201 | 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 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.) \"(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification)(A) (I)\"with 60/70 or VG-30 grade bitumen(II)for GradingII(19 mm nominal size) |
| 202 | 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.)(B) \"(a) \"(a) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) (I)\"with 60/70 or VG-30 grade bitumen (II) for Grading-II(13 mm nominal size) |
| 203 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering |
| 204 | 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 15cm c/c. |
| 205 | Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick 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 as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)ii.60cm equilateral traingle |
| 206 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. |
| 207 | Planting of trees and their maintenance for three years: Planting of trees by the road side (Avenue trees) in 0.60 m dia hole , 1 m deep dug in 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 three years. |
| 208 | Subways : Construction of Embankment with materials obtained from borow pits, with all lifts and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 209 | Construction of Sub grade and Earthen Shoulders with approved materials obtained from borow pits, with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land |
| 210 | Construction of Granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (with initial lead of 5 km) (ii) for grading -II material |
AI Tender Summary
Tender Timeline
Dec 17, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 06, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 07, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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