Br23rc-130 Construction Of H . L . R . C . C . Bridge ( 2 X 18 . 00 M ) In Place Of Unbridge Gap At 14Th Km ( Ch-13 . 125 ) Of Minapur-Belsund Road . Under Rcp Lwe In R . C . D . , Road Division No . -2 , Muzaffarpur For The Year 2017-1
Tender Value
4.05 Crore
Estimated cost
Bid Submission
15 Jun 2020
0 days left
EMD
8.11 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
MINAPUR → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Br23rc-130 Construction Of H . L . R . C . C . Bridge ( 2 X 18 . 00 M ) In Place Of Unbridge Gap At 14Th Km ( Ch-13 . 125 ) Of Minapur-Belsund Road . Under Rcp Lwe In R . C . D . , Road Division No . -2 , Muzaffarpur For The Year 2017-18 . ( Package No . -Br023rc 130 )
BOQ
| Name of Work: Bill of Quantity for CONSTRUCTION OF PROPOSED HL RCC BRIDGE (2 X 18.00 M) IN PLACE OF UN BRIDGE GAP AT 14TH KM (Ch:-13.125) OF MINAPUR - BELSUND ROAD UNDER PMGSY (RCP LWE) IN MUZAFFARPUR - II DIVISION. YEAR 2017-18. (Pkg no.- BR23RC 130) | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Structures. 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. Up to 3 m to 6 m Including cess @ 1% & GST @ 12 % | 675.532 | Cum | |
| 2 | 2 | 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. Including cess @ 1% & GST @ 12 % | 12.494 | MT | |
| 3 | 3 | 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. Pile diameter-1200 mm. With using batching plant. Including cess @ 1% GST @ 12 % and seignorage. | 452 | M | |
| 4 | 4 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification. RCC Grade M35. Using Batching Plant, Transit Mixer and Concrete Pump. Including cess @ 1% & GST @ 12 % and seignorage. | 305.7 | Cum | |
| 5 | 5 | Levelling course for pile cap. Providing and laying of P.C.C. M15 levelling course 100 mm thick below the pile cap. Including 1% laboue cess, 12 % GST and seignorage. | 15.48 | Cum | |
| 6 | 6 | Supplying, fixing and placing HYSD bar reinforcement in foundation complete as per \ndrawings and Technical Specification\nclause 1000 and 1202. Including 1% laboue cess and 12 % GST. | 71.7 | MT | |
| 7 | 7 | Dismantling 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 m as per Technical Specification Clause 202. Reinforced Cement Concrete. By mechanical means reinforced cement concrete. Including 1% laboue cess and 12 % GST. | 14.92 | Cum | |
| 8 | 8 | Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 1 m and height of island to be 1.25 m includig Royality. Including royality for earth Rs-5526.40 for each clauesd. Including cess @ 1% GST @ 12 % and seignorage. | 1 | each | |
| 9 | 9 | Providing and Constructing one span service road to each Island location from one 16 m diameter for Construction of Well Foundation for 8m dia. Well. Providing and constructing one pier location to another pier location. Including royality for earth @ 330=/3 for service road assuming span length 30 m width of service road 10 m and depth of water 1 m. Including cess @ 1% GST @ 12 % and seignorage. | 36 | M | |
| 10 | 10 | Plain/Reinforced cement concrete R.C.C. grade M30 for hight upto 5 m in sub-structure complete as per drawing and Technical Specifications. With Batching Plant, Transit Mixer and Concrete Pump. Including cess @ 1% GST @ 12 % and seignorage | 214.943 | cum | |
| 11 | 11 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. PSC Grade M-40. Using Batching Plant, Transit Mixer and Concrete Pump. For T-beam & slab including of launching of precast girders by launching trust upto 40 m hight upto 5 m. Including cess @ 1% & GST @ 12 % (A) Sandy Soil. | 10.47 | cum | |
| 12 | 12 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204. 3.8 Sandy material. Including cess @ 1% GST @ 12 % and seignorage | 521.143 | Cum | |
| 13 | 13 | 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 . Including cess @ 1% & GST @ 12 % | 114 | no | |
| 14 | 14 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. Including cess @ 1% & GST @ 12 % | 1600 | MT | |
| 15 | 15 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. Including cess @ 1% & GST @ 12 % | 25.028 | MT | |
| 16 | 16 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 Including cess @ 1% GST @ 12 % and seignorage. | 59.616 | Cum | |
| 17 | 17 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. For r.C.C. grade M30. Including cess @ 1% GST @ 12 % and seignorage | 224.56 | Cum | |
| 18 | 18 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. Including cess @ 1% & GST @ 12 % | 44.24 | MT | |
| 19 | 19 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. Including cess @ 1% & GST @ 12 % | 36.59 | Cum | |
| 20 | 20 | Drainage spouts complete as per drawing and technical specifications Clause 1209 Including cess @ 1% & GST @ 12 % | 12 | No | |
| 21 | 21 | Strip Seal Expansion Joint. 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. Including cess @ 1% & GST @ 12 % | 34.35 | M | |
| 22 | 22 | 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.\n. Including cess @ 1% GST @ 12 % and seignorage | 89.52 | M | |
| 23 | 23 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211. Nominal mix (1:2.5:5). Including cess @ 1% GST @ 12 % and seignorage | 11.34 | Cum | |
| 24 | 24 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Including cess @ 1% & GST @ 12 % | 22.68 | Cum | |
| 25 | 25 | Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means. In area of non-thorny jungle . Including cess @ 1% & GST @ 12 % | 0.528 | hect | |
| 26 | 26 | Construction of Embankment with Material Obtained from Borrow Pits. 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. Including cess @ 1% GST @ 12 % and seignorage | 6355.29 | cum | |
| 27 | 27 | Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with approved 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 300.2 as per Technical Specification Clause 303.1.Lead from 250m to 500m. Including cess @ 1% GST @ 12 % and seignorage | 907.8 | cum | |
| 28 | 28 | Granular Sub-base with Well Graded Material (Table 400.1). By Mix in Place Method. 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading I Material. Including cess @ 1% GST @ 12 % and seignorage | 923.595 | Cum | |
| 29 | 29 | 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead. Including cess @ 1% GST @ 12 % and seignorage | 477.5 | Cum | |
| 30 | 30 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, 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. 507 complete in all respects.). for GradingII(19 mm nominal size). Excluding the cost of empty bitumen drum. Including cess @ 1% GST @ 12 % and seignorage | 114.6 | Cum | |
| 31 | 31 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, 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. 509 complete in all respects). for Grading-II(10 mm nominal size). Excluding the cost of empty bitumen drum\n. Including cess @ 1% GST @ 12 % and seignorage | 57.3 | Cum | |
| 32 | 32 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. Excluding the cost of empty bitumen drum). Including cess @ 1% & GST @ 12 % | 6090 | Sqm | |
| 33 | 33 | Tack coat . Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Excluding the cost of empty bitumen drum. Including cess @ 1% & GST @ 12 % | 12180 | Sqm | |
| 34 | 34 | Providing and fixing of road stud 100x 100 mm, die-cast moulded from ASA (Acrylic streme acrylo nitrite). Hight impad poly styrene of ABS body resistant to minimum sutpart a load of 13635 kg and filled with minner prismatic lence reflector installed in concrete a asphaltic surface by dilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout a epory motrlar, all as per MoRTH letter no-Rw/NH/33023/10/97-Do III dt-11.06.1997. Including cess @ 1% GST @ 12 % and seignorage | 88 | no | |
| 35 | 35 | Metal Beam Crash Barrier. Type - 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 810). Including cess @ 1% & GST @ 12 % | 400 | RM | |
| 36 | 36 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing). Including cess @ 1% & GST @ 12 % | 1.92 | sqm | |
| 37 | 37 | Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade). English and Roman Including cess @ 1% & GST @ 12 % | 1000 | cm/height/letter | |
| 38 | 38 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing 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.). Including cess @ 1% & GST @ 12 % | 165.84 | sqm | |
| 39 | 39 | 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. Boulder Laid Dry Without Wire Crates. Including cess @ 1% GST @ 12 % and seignorage | 339.279 | cum | |
| 40 | 40 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. Including cess @ 1% GST @ 12 % and seignorage | 678.073 | Cum | |
| 41 | 41 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302\n. Including cess @ 1% GST @ 12 % and seignorage | 152.675 | Cum | |
| 42 | 42 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia. Including cess @ 1% GST @ 12 % and seignorage | 25 | M | |
| 43 | 43 | 1st year after completion of construction work | 36 | M/Year | |
| 44 | 44 | 2nd year after completion of construction work | 36 | M/Year | |
| 45 | 45 | 3rd year after completion of construction work | 36 | M/Year | |
| 46 | 46 | 4th year after completion of construction work | 36 | M/Year | |
| 47 | 47 | 5th year after completion of construction work | 36 | M/Year |
AI Tender Summary
Tender Timeline
Jun 08, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 15, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 17, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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