Construction Of Minor Bridge ( 2 X 8 . 74 M ) Over Gagan River Near Motnaje Under Ladaniya Block In The District Of Madhubani
Tender Value
1.70 Crore
Estimated cost
Bid Submission
28 Jun 2021
0 days left
EMD
3.41 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
JAINAGAR → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Minor Bridge ( 2 X 8 . 74 M ) Over Gagan River Near Motnaje Under Ladaniya Block In The District Of Madhubani
BOQ
| Name of Work: Construction of Minor Bridge (2 x 8.74 m) over Gagan River Near Motnaje Under Ladaniya 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 m Depth | 1218.76 | Cum | |
| 2 | 2 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 27.331 | Cum | |
| 3 | 3 | Plain/Reinforced Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications. | 135.42 | Cum | |
| 4 | 4 | Plain/Reinforced Cement Concrete M-25 in Open Foundation complete as per Drawing and Technical Specifications. | 257.98 | Cum | |
| 5 | 5 | Providing service road etc. all complete job as per specifications and direction of E/I. | 18 | RM | |
| 6 | 6 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | 13.84 | MT | |
| 7 | 7 | Plain/Reinforced cement concrete M-25 in sub-structure complete as per drawing and Technical Specifications Upto 5 m Ht. | 58.12 | Cum | |
| 8 | 8 | Supplying, fitting and placing HYSD Bar reinforcement in substructure complete as per Drawing and Technical Specification. | 15.13 | MT | |
| 9 | 9 | 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. | 76 | Nos | |
| 10 | 10 | Tar paper Bearing | 13.27 | Sqm | |
| 11 | 11 | 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)Sandy Materials | 153.86 | Cum | |
| 12 | 12 | 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. | 63.7 | Cum | |
| 13 | 13 | Providing PCC / RCC M 25 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification | 114.2 | Cum | |
| 14 | 14 | 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 . | 11.67 | MT | |
| 15 | 15 | Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 14.18 | Cum | |
| 16 | 16 | 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. | 50.4 | M | |
| 17 | 17 | 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 | |
| 18 | 18 | Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification | 16.2 | Cum | |
| 19 | 19 | 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. | 25.2 | M | |
| 20 | 20 | 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 | 387.5 | Cum | |
| 21 | 21 | 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 | 40.5 | Cum | |
| 22 | 22 | Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Row . | 20 | RM | |
| 23 | 23 | 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. | 71.578 | Cum | |
| 24 | 24 | 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) | 78.277 | Cum | |
| 25 | 25 | Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5 | 39.138 | Cum | |
| 26 | 26 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. | 117.55 | Cum | |
| 27 | 27 | 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. | 98.04 | Cum | |
| 28 | 28 | 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 | 1826.87 | Cum | |
| 29 | 29 | 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 | 71.1 | Cum | |
| 30 | 30 | WBM Grading 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. | 18.281 | Cum | |
| 31 | 31 | Prime Coat 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 | 243.75 | Sqm | |
| 32 | 32 | Tack Coat 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 | 243.75 | Sqm | |
| 33 | 33 | 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 Type (B) | 243.75 | Sqm | |
| 34 | 34 | Boundary Pillar 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 | 58 | Each | |
| 35 | 35 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 15 | Sqm | |
| 36 | 36 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 347.2 | Cum | |
| 37 | 37 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 35 | Cum | |
| 38 | 38 | Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 | 383.6 | Cum | |
| 39 | 39 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 210 | Nos | |
| 40 | 40 | Add GST 12% | 1 | RS | |
| 41 | 41 | Add Labour Cess 1% | 1 | RS | |
| 42 | 42 | Seigniorage Fee | 1 | RS | |
| 43 | 43 | 1st Year Maintenance Cost | 0.075 | KM | |
| 44 | 44 | 2nd Year Maintenance Cost | 0.075 | KM | |
| 45 | 45 | 3rd Year Maintenance Cost | 0.075 | KM | |
| 46 | 46 | 4th Year Maintenance Cost | 0.075 | KM | |
| 47 | 47 | 5th Year Maintenance Cost | 0.075 | KM | |
| 48 | 48 | Add GST 12% | 1 | RS | |
| 49 | 49 | Add Labour Cess 1% | 1 | RS | |
| 50 | 50 | Seigniorage Fee | 1 | RS |
AI Tender Summary
Tender Timeline
Jun 21, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 28, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 28, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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