Tender For Widening To Two Laning/ Re-Alignment And Geometric Improvement From Km.11+000 To 114+618 Of Nh-44A In The State Of Mizoram (Balance Work)
Tender Value
132.41 Crore
Estimated cost
Bid Submission
25 Oct 2023
0 days left
EMD
1.32 Crore
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mamit → Mizoram
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Widening To Two Laning / Re-Alignment And Geometric Improvement From Km.11+000 To 114+618 Of Nh-44A In The State Of Mizoram ( Balance Work )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Oct-2023 | Extension of Bid Submission Date | Date | 11-Oct-2023 |
| 2 | 11-Oct-2023 | Extention of Bid Submission Date Corrigendum No 2 | Date | 25-Oct-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | EARTHWORK UPTO SUBGRADE LEVEL |
| 2 | Construction of Embankment with material deposited from roadway cutting (Constrution of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) |
| 3 | Construction of sub grade and earthen shoulders(Construction of sub grade and earthen shoulders with approval 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 no 300-2) |
| 4 | PAVEMENT WORKScarifying of existing bituminous surface |
| 5 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC carrage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller toachive the desired density complete as per Clause 401i) for grading-I material |
| 6 | 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 carrage of mixed material by tipper to site laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achive the desired density) |
| 7 | Providing and applying primer coat with bitumen emulsion(ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.7-1.0 Kg/sqm using mechanical means as per techinicalspecification Clause 502(i) Low porosity |
| 8 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30kg per sqm on the prepared surface treated with primer and cleaned with hydraulic broom as per techinicalspecification Clause 503 |
| 9 | 60mm dense graded bituminous macadam( providing and laying densebituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading ,premixing with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler,transporting the hot mix towork site,laying with a hydrostastic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achive the desired compaction as per MORTH specification Clause no 507 complete in all respects) Case I: for grading I (40mm nominal size) |
| 10 | 40mm thick bituminous concrete(providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing with an average output of 75 tonnes per hour using crushed aggregates of specified grading,premix with bituminous binder @ 5.40 to 5.6% of mix and filler transporting the hot mix to work site laying with a hydrostastic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achive the desired compaction as per MORTH specification Clause no 509 complete in all respects)Using Modified Bitumimen Case I: for grading-I (13mm nominal size) |
| 11 | Surface dressing(providing and layibng surface dressing as wearing course in single coat using crushed stone of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)Case I: 19mm nominal chipping size |
| 12 | SLOPE PROTECTION WORKExcavation for structures ( earth work in excavation of foundation of structures as per drawing and techinical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom, back filling the excavation earth to the extent required and utilising the remaining earth locally for road work)Ordinary soil (i) upto 3m depth |
| 13 | M15/Reinforced cement concrete in open foundation complete as per drawing and technical specifications |
| 14 | Stone masonry work in cement mortar in foundation complete as drawing and Technical Specificationa) Square Rubble Coursed rubble masonry( first sort ) in cement mortar 1:3 |
| 15 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical Specification |
| 16 | Gabian structure for retaining earth (providing and construction of a gabian structure for retaining earth with segments of wired crates of size 7mx3mx0.60 each divided into 1.50m compartments by cross netting ,made from 4mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300Mpa confirming to IS:280 and galvanised coating confirming to IS:4826,woven into mesh with double twist,mesh size not exceeding 100x100mm filled with boulders with least dimension of 200mm,all loose ends to be tied with 4mm galvanised steel wire |
| 17 | CROSS DRAINAGE WORK 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, back filling with approved material)Ordinary soil(A) Manual means(depth upto 3m) |
| 18 | Ordinary rock (not requiring blasting) i) upto 3m depth |
| 19 | Providing M15 plain cement concrete levelling coarse below culverts, pipe bedding,pipe cradle,pipe encasing,wing walls,catch pits,parapet wall cross drains etc complete as per drawings and techinical specification clause 1500,1700 & 2100 |
| 20 | Providing M20 plain cement concrete levelling coarse in catch pits complete as per drawings and techinical specification clause 1500,1700 & 2100 |
| 21 | Plain/Reinforced cement concrete in substructure complete as per drawing and technical specificationAPCC Grade M15 |
| 22 | Plain/Reinforced cement concrete M25 in substructure complete as per drawing and technical specifications |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 24 | Providing coursed rubble masonry in cement morter 1:3 in wing wall,head wall of pipe culvert,catch pits&appron complete asper drawings and Technical Specifications clause 1400 and 2500 |
| 25 | Stone masonry work in cement mortor 1:3 in foundation complete as per drawing and Technical Specification a) square Rubble coursed Masonry (first sort) |
| 26 | Filling over pipe,backfilling behind abutments,wing walls etc with selected earthern material complete as per Technical Specification clause 305 and 2907 |
| 27 | Providing,laying and jointing NP4 reinforced cement concrete pipe NP4 1200mm diametre fotr culvert on concrete craddle bedding of in single row including flush joint with cement morter 1:2 complete as per Technical Specification clause 2905 and 2906 |
| 28 | Provide 12mm thick cement mortar 1:3 plastering in catch pits as per drawing and techinical specifications clause 1312 |
| 29 | Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and techinical specification |
| 30 | Sand filling in Foundation Trenches as per drawing and technical specification |
| 31 | ROAD FURNITURES & ROAD SAFETYRetro-reflectorised traffic signs(providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to a ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level as per approved drawing90cm equilateral triangle |
| 32 | 60cm equilateral triangle |
| 33 | 60cm circular |
| 34 | 80mmx60mm rectangle |
| 35 | 60cmx45cm rectangle |
| 36 | 60cmx60cm Square |
| 37 | Providing and erecting direction and place identification Retro-reflectorised sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting,2mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to a ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level as per approved drawing |
| 38 | Painting lines, dashes, Arrowetc. on roads in two coats on old work (painting lines, dashes, arrows etc. on roads in two coats on old work with ready mix road making paint confirming to IS 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control) (i) Upto 10cm width |
| 39 | KM Stone (RCC concrete M15 grade KM stone of standard design as per IRC:8-1980, fixing in position including painting and printing)i) 5th KM stone (pre cast) |
| 40 | ii) OrderKM stone (pre cast) |
| 41 | road delineators (supplying and installation of delineators(roadway indicators, hazard markers, object makers),80cm to 100cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panels at the top buried or pressed into the ground and confirmed to IRC-79and the drawings) |
| 42 | Boundary pillar(RCC M15 grade boundary pillars of standard designs per IRC25-1967 ,fixed in position including finishing and lettering but excluding painting) |
| 43 | Type-A,\"W\" :metal beam crash barrier(providing and erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail,70cm above road/ground level, fixed on ISMC series channel vertical post,150x75x5mm spaced 2m c/c 1.8m high1.1 m below ground /road level all steel parts and fitments to be galvanised by hot dip process all fittings to confirm to IS 1367 and IS 1364,metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm,330mm long complete as per clause 810) |
| 44 | BRIDGE WORKLevelling course of pile cap PCC M15 |
| 45 | RCC grade M35 for reinforced concrete in pile cap complete as per drawing and technical specification |
| 46 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications a) PCC M15 |
| 47 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications G. RCC Grade M30 |
| 48 | Supplying ,fitting and placing uncoated HYSD bar reinforcement in sub structure complete as per drawing and technical specification |
| 49 | Providing weep holes in brick masonary/plain/reinforced concrete Abutment wing wall/return wall, with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force complete as per drawing and technical specifications |
| 50 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 305and2907 |
| 51 | Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification |
| 52 | Supplying , fitting in position true to line and level POT-PTFE bearing |
| 53 | Furnishing & placing rcc /pre stressed RCC Grade M35 |
| 54 | Supplying, fabricating and Erecting the fabricated Steel Built-up Girder bridge super structure with Arch segments, long Girder, Cross Girder and stringerwith nuts and bolts complete with all necessary stagging and struting as per approved drawing with two coats of Zinc chromate primer complete as per technical specification and also as specified in IRC code of practiceand as directed by the Engineer incharge |
| 55 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 56 | Mastic asphalt |
| 57 | Drainage spout |
| 58 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. |
| 59 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 60 | Strip seal |
| 61 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate,true to line and grade |
| 62 | Boulder apron laid in wire crates |
| 63 | NEW/ ADDITIONAL ITEM OF WORKClearance of Road Side Vegetation |
| 64 | Construction of lined side drain at esstential places |
| 65 | Clearance of Hill Side Drain |
| 66 | Clearance of Landslide |
AI Tender Summary
Tender Timeline
Oct 11, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 11, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 25, 2023
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 25, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 26, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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