Construction Of H . L R . C . C Bridge Over Adhwara River In S . H . -52 To Gularia Road Under Benipatti Block In The District Of Madhubani
Tender Value
2.42 Crore
Estimated cost
Bid Submission
27 Aug 2019
0 days left
EMD
4.85 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
BENIPATTI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of H . L R . C . C Bridge Over Adhwara River In S . H . -52 To Gularia Road Under Benipatti Block In The District Of Madhubani
BOQ
| Name of Work: Construction of H.L R.C.C Bridge Over Adhwara River in S.H.-52 To Gularia Road under Benipatti Block in The District of Madhubani | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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. upto 3.0m depth upto 3 m HT | 475.02 | Cum | |
| 2 | 2 | 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. upto 3.0m depth Upto 3m to 6 m HT. | 261.72 | Cum | |
| 3 | 3 | Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well. | 1 | No. | |
| 4 | 4 | Providing service road etc. all complete job as per specifications and direction of E/I. | 30.22 | RM | |
| 5 | 5 | 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. | 328 | RM | |
| 6 | 6 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification Grade M-30 | 206.56 | Cum | |
| 7 | 7 | Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. | 18.95 | Cum | |
| 8 | 8 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. | 1.42 | MT | |
| 9 | 9 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | 58.03 | MT | |
| 10 | 10 | Plain/Reinforced cement concrete M-30 in sub-structure complete as per drawing and Technical Specifications Upto 5 m Ht. | 113.54 | Cum | |
| 11 | 11 | Plain/Reinforced cement concrete M-30 in sub-structure complete as per drawing and Technical Specifications Upto 10 m Ht. | 54.85 | Cum | |
| 12 | 12 | Supplying, fitting and placing HYSD Bar reinforcement in substructure complete as per Drawing and Technical Specification. | 18.22 | MT | |
| 13 | 13 | Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- 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 Specifications. | 102 | No. | |
| 14 | 14 | Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material ) (Ref. MORTH CL 2200 & IRC:78 710.1.4) Granular Materials | 258.36 | Cum | |
| 15 | 15 | Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted. | 80.44 | Cum | |
| 16 | 16 | Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Elastomeric Bearing & Pad | 255250 | cucm | |
| 17 | 17 | Providing PCC / RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification | 106 | Cum | |
| 18 | 18 | Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . | 17.5 | MT | |
| 19 | 19 | Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 21.5 | cum | |
| 20 | 20 | Providing RCC M30 Grade In Railing:-- Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. | 76.44 | RM | |
| 21 | 21 | Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification | 8 | No. | |
| 22 | 22 | Providing PCC M15 grade Below Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | 8.1 | Cum | |
| 23 | 23 | Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification | 17.71 | Cum | |
| 24 | 24 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. | 25.35 | M | |
| 25 | 25 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing | 1.8 | Sqm | |
| 26 | 26 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 787.5 | Cum | |
| 27 | 27 | Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | 39.38 | Cum | |
| 28 | 28 | Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding inSingle Row . | 20 | RM | |
| 29 | 29 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. | 121.36 | Cum | |
| 30 | 30 | 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 & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504) | 254.73 | Cum | |
| 31 | 31 | Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5 | 127.36 | Cum | |
| 32 | 32 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 0.12 | Hect | |
| 33 | 33 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 2821.22 | Cum | |
| 34 | 34 | Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | 172.36 | Cum | |
| 35 | 35 | Water Bound Macadam Gr III :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 60.48 | Cum | |
| 36 | 36 | Bituminious Coarse Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 806.26 | Sqm | |
| 37 | 37 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50 | 806.26 | Sqm | |
| 38 | 38 | Providing laying and rolling of close - graded premix surface material 20 mm thickness composed of 11.2 mm to 0.9 mm (Type - A) or 13.2 mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen to required line ,grade and level to serve as static roller and finising to required level and grades as per Technical Specification Clause 509 with MSS | 806.26 | Sqm | |
| 39 | 39 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 40 | Sqm | |
| 40 | 40 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 134 | Each | |
| 41 | 41 | Add 1% Labour Cess | 1 | RS | |
| 42 | 42 | Add 12% GST | 1 | RS | |
| 43 | 43 | 1st Year Maintenance Cost | 0.2 | KM | |
| 44 | 44 | 2nd Year Maintenance Cost | 0.2 | KM | |
| 45 | 45 | 3rd Year Maintenance Cost | 0.2 | KM | |
| 46 | 46 | 4th Year Maintenance Cost | 0.2 | KM | |
| 47 | 47 | 5th Year Maintenance Cost | 0.2 | KM | |
| 48 | 48 | Add 1% Labour Cess | 1 | RS | |
| 49 | 49 | Add 12% GST | 1 | RS |
AI Tender Summary
Tender Timeline
Aug 19, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 28, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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