Tender For Stage Strengthening Work From Km 45 . 00 To Km 57 . 00 Of Nh 55 In The District Of Darjeeling , West Bengal Refer To Boq
Tender Value
12.49 Crore
Estimated cost
Bid Submission
10 Feb 2020
0 days left
EMD
24.98 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
Tindharia → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
TENDER FOR Stage Strengthening Work From Km 45 . 00 To Km 57 . 00 Of Nh 55 In The District Of Darjeeling , West Bengal Refer To Boq
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Jan-2020 | 1st corrigendum | Date | 06-Feb-2020 |
| 2 | 06-Feb-2020 | 2nd Corrigendum | Date | 10-Feb-2020 |
BOQ
| Name of Work: Stage Strengthening work from km 45.00 to km 57.00 of NH-55 in the district of Darjeeling, West Bengal, during the year 2019-20 (Job No. 055-WB-2019-20/452). | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing and applying tack coat with Cationic bitumen emulsion complying with IS:8887 using emulsion pressure distributor on the prepare d bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503).\nUsing Cataionic Bitumen Emulsion M.S grade | BI01010001010000000000000515BI0100001113 | 122557 | M2 |
| 2 | 2 | Dense Graded Bituminous Macadam\nProviding and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0% (min.) for Grading 1 & 4.5% (min.) for Grading 2 by weight of total mix and filler(Cement /lime / Rock dust ), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 505.4 complete in all respects (Reference to MORT&H's specification clause 505). \nWith Continuous Type HMP (60-90 TPH)\nGrading 2 (26.5 mm nominal size)\nUsing Bitumen VG-40 and Pakur Variety aggregates\n\n | BI01010001010000000000000515BI0100001114 | 3725.11 | M3 |
| 3 | 3 | Bituminous Concrete\nProviding and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2% (min.) for Gr.- 1(19mm agg size) & @ 5.4% (min.) for Gr.- 2 (13.2mm agg size), as per table 500-17, of mix and filler(Cement /lime / Rock dust ), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507complete in all respects (Reference to MORT&H's specification clause 507).\nWith Continuous Type HMP (60-90 TPH)\nGrading 2 (13.2 mm nominal size)\nUsing Bitumen VG-40 and Pakur Variety Aggregates\n | 1441.64 | M3 | |
| 4 | 4 | Supplying & fixing of Raised Pavement Markers/Road Studs/Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and compling to Specifications of Category A of MoR&TH Circular No. RW/NH/33023/10-97 - DO III Dt. 11.06.1997 & MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sqcm on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearence etc and complete as directed by the Engineer in Charge. | 8000 | No | |
| 5 | 5 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface\nProviding 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 (Reference to MORT&H's specification 803). | 3600 | M2 | |
| 6 | 6 | Excavation for Structures\nEarth work in excavation of foundation of structures as per\ndrawing 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 (Reference to MORT&H's specification 304). Ordinary soil\nManual Means\nDepth upto 3 m | 1713.45 | M3 | |
| 7 | 7 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). M15 Grade | 3175.62 | M3 | |
| 8 | 8 | 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\nspecifications (Reference to MORT&H's specification 2504). | 387.99 | M3 | |
| 9 | 9 | Furnishing and Placing Reinforced/Prestressed cement concrete in super?structure all including vibrating and compacting, finishing, curing,sampling, testing etc. by mechanically mixed as per clause 1719 of MoRTH but excluding the cost of materials as per drawing and Technical Specification (Reference to MORT&H's specifications 1500, 1600,1700 & 1800).\nRCC Grade M25\nUsing Concrete Mixer\nWith Pakur Vareity | 95 | M3 | |
| 10 | 10 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers\nnot exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200)\nWith R.B.M. | 278.71 | M3 | |
| 11 | 11 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200)\nWith Fresh Boulder | 174.21 | M3 | |
| 12 | 12 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper postion of uncoated HYSD reinforcement bar in super-structure complete as per drawing and technical specifications (Reference to MORT&H's specification 1600) . | 18.64 | MT | |
| 13 | 13 | Mastic Asphalt\nProviding and laying 25 mm thick mastic asphalt wearing course with approved grade bitumen meeting the requirements given in table 500- 39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqmand at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100°C, protruding 1mm to 4 mm over mastic surface, all complete as per\nclause 516 (Reference to MORT&H's specification clause 516 along with IRC:107). \nUsing VG-40 Grade Bitumen and Pakur varity Agregates | 22900 | M2 | |
| 14 | 14 | Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000 m(Reference to MORT&H's specification 2811). | 5273.8 | M2 | |
| 15 | 15 | Water Bound Macadam\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).\nGrading-2 With N.B. Vareity\nUsing Screening (Table 400-10)\nType-B (11.2 mm aggregate | 50.3 | M3 | |
| 16 | 16 | Water Bound Macadam\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).\nGrading-1 With N.B. Vareity \nUsing Screening \nType-B (11.2 mm aggregate) | 50.3 | M3 | |
| 17 | 17 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary. \nWith 1:4 cement mortar\n15 mm thick plaster\n | 9740.5 | M2 | |
| 18 | 18 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. | 9740.5 | M2 | |
| 19 | 19 | Metal Beam Crash Barrier (Reference to MORT&H's\nspecification 811)\nType - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811\n | 4030 | RM |
AI Tender Summary
Tender Timeline
Feb 06, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 06, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 10, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 13, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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