Re-Construction And Widening Of Narrow Culvert 9 Nos Nos . 13 , 14 , 18 , 25 , 30 , 33 , 34 , 45 And 47 At 71 . 827 Km , 70 . 900 Km , 66 . 700 Km , 63 . 727 Km , 63 . 220 Km , 62 . 886 Km , 62 . 653 Km , 61 . 578 Km And 61 . 289 Km On Nh 5
Tender Value
4.24 Crore
Estimated cost
Bid Submission
29 Jun 2020
0 days left
EMD
8.49 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
Re-Construction And Widening Of Narrow Culvert 9 Nos Nos . 13 , 14 , 18 , 25 , 30 , 33 , 34 , 45 And 47 At 71 . 827 Km , 70 . 900 Km , 66 . 700 Km , 63 . 727 Km , 63 . 220 Km , 62 . 886 Km , 62 . 653 Km , 61 . 578 Km And 61 . 289 Km On Nh 55 Respectively In Between 77 . 00 Kmp To 40 . 0 Refer To Boq
BOQ
| Name of Work: Re-construction and widening of narrow culvert (9 nos) Nos. 13, 14, 18, 25, 30, 33, 34, 45 and 47 at 71.827 km, 70.900 km, 66.700 km, 63.727 km, 63.220 km, 62.886 km, 62.653 km, 61.578 km and 61.289 km on NH-55 respectively in between 77.00 kmp to 40.00 kmp of NH-55 under NH division –IX during the year 2019-20 (Job No. 55-WB-2019-20/445). | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304).\n Ordinary soil\nManual Means (Depth upto 3 m)\n | BI01010001010000000000000515BI0100001113 | 984 | Cu.M |
| 2 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304).Ordinary Rock (not requiring blasting)\nOrdinary Rock (Not required blasting) | BI01010001010000000000000515BI0100001114 | 295.2 | Sq.M |
| 3 | 3 | Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means \nScarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1000 metres (Reference to MoRT&H's specification clause 305.4.3).\n | 429.6 | Sq.M | |
| 4 | 4 | Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a\nlead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202)\nBy Manual Means\nBituminous courses\n | 372.35 | Cu.M | |
| 5 | 5 | Dismantling of Structures\nDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry,cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202)\n\n Rubble stone masonry in lime mortar.\n | 692.23 | Cu.M | |
| 6 | 6 | 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)\nDepartmental Boulder | 404.24 | Cu.M | |
| 7 | 7 | 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)\nFresh Boulder | 1430.04 | Cu.M | |
| 8 | 8 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). \n | 2561.14 | Cu.M | |
| 9 | 9 | PLUM CONCRETE (1:3:6)\nPlain cement concrete of nominal mix (1:3:6 ) with coarse aggregate of which stone boulder of size 225 mm to 150mm of 60% of total dry volume to be placed in position as directed by Eng-in charge ,67% - 40 mm down single &33% - 20 mm down bazri , Coarse Sand ,Cement (53 grade) mechanically mixed in 1:3:6 of rest volume and placed in position and compacted by any means as directed including cost of shuttering . | 3032.3 | Cu.M | |
| 10 | 10 | Plain 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).\nPCC Grade M15 with N.B.V. Stone chips | 1215.9 | Cu.M | |
| 11 | 11 | Plain 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).\nPCC Grade M20 with N.B.V. Stone chips | 30.68 | Cu.M | |
| 12 | 12 | Furnishing and Placing Reinforced 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 M20\nUsing Concrete Mixer with N.B.V. Stone chips\n | 203.04 | Cu.M | |
| 13 | 13 | 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) . | 19.13 | MT | |
| 14 | 14 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and TechnicalSpecifications (Reference to MORT&H's specifications 2706 & 2200).\n | 1090 | No. | |
| 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).\nBy Manual Means Grading-1 \nUsing Screening Type-B\n | 68.33 | Cu.M | |
| 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). By Machanical Means\nGrading-II Using Screening Type-B | 68.33 | Cu.M | |
| 17 | 17 | Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502). \nUsing Cataionic Bitumen Emulsion M.S grade | 911 | Sq.M | |
| 18 | 18 | Providing and applying tack coat with Cationic bitumen emulsion complying with IS:8887 using emulsion pressure distributor on the prepared 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 | 911 | Sq.M | |
| 19 | 19 | Dense Graded Bituminous Macadam\nProviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder of approved grade @ 4.0% (min) for Grading -1 and 4.5% (min) for Grading -2 by weight of total mix and filler(Cement /hydrated lime / Rock dust ) as per table 500-10 and mix design done as per table 500- 11and job mix formula as per clause 505.3.3 transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the requiredgrade, level and alignment, rolling with smooth wheeled, vibratory tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C, and to achieve the desired compaction as per MORT&H specification clause No. 505.3.5 complete in all respects (Reference to MORT&H's specification clause 505). \nUsing VG-40 Grade Bitumen \nGrading II (26.5 mm nominal mix) with Pakur Chips\n | 48.62 | Cu.M | |
| 20 | 20 | 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 clause 516 (Reference to MORT&H's specification clause 516 along with IRC:107). \nUsing VG-40 Grade Bitumen \nwith Pakur variety materials .\n | 3960 | Sq.M | |
| 21 | 21 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface sqm 509.60\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). | 192 | Sq.M | |
| 22 | 22 | Supplying & fixing of Raised Pavement\nMarkers/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.\n | 322 | No. | |
| 23 | 23 | Road Delineators :-\nSupplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and thedrawings (Reference to MORT&H's specification 806). | 93 | No. | |
| 24 | 24 | Type - A, \"W\" : Metal Beam Crash Barrier \nProviding 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 | 387 | RM |
AI Tender Summary
Tender Timeline
Jun 05, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 29, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 02, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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