Construction Of Hl Rcc Bridge L057 - T05 To Angara Road On Chhera River
Tender Value
2.85 Crore
Estimated cost
Bid Submission
14 Jan 2021
0 days left
EMD
5.71 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
PIRO → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Hl Rcc Bridge L057 - T05 To Angara Road On Chhera River
BOQ
| Name of Work: CONSTRUCTION OF HL RCC BRIDGE L057-T05 - ANGARA ROAD ON CHHERA RIVER Block- Piro | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Structures\nEarthwork 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.\nI. Soil\ni) Upto 3m depth | 417.16 | Cum | |
| 2 | 2 | ii) 3m to 6m depth | 1663.2 | Cum | |
| 3 | 3 | Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.\nII. PCC Grade M-15 (Levelling Course) | 56.15 | Cum | |
| 4 | 4 | R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.\nPile Cap in RCC M-35 | 239.6 | Cum | |
| 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.\nII. 1200 mm Dia | 394.8 | m | |
| 6 | 6 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 75.45 | t | |
| 7 | 7 | Providing Steel Liner 8 mm thick for pile including fabricating and setting as per design etc. | 12.778 | t | |
| 8 | 8 | Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) | 1 | each | |
| 9 | 9 | Providing and constructing temporary island for fixing of piling rig in water. ASSUMING DEPTH OF WATER | 2 | each | |
| 10 | 10 | SUPERSTRUCTURE\nR.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification. RCC M-30\ni) Upto 5m height (Using Concrete Mixer) | 334.77 | Cum | |
| 11 | 11 | ii) From 5m upto 10m height (Using Concrete Mixer) | 17.36 | Cum | |
| 12 | 12 | Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 29.138 | t | |
| 13 | 13 | 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, completre 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 asper drawing and approved technical specifications. | 12 | Nos. | |
| 14 | 14 | 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. | 17600 | cc | |
| 15 | 15 | 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 | 62 | Nos | |
| 16 | 16 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\nI) Sandy Material | 265.32 | Cum | |
| 17 | 17 | 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 | 190.26 | Cum | |
| 18 | 18 | SUBSTRUCTURE\nProviding and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5\nII. RCC M-35 (Height 5m to 10m) | 132.88 | Cum | |
| 19 | 19 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202 | 32.036 | t | |
| 20 | 20 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 15.51 | Cum | |
| 21 | 21 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | 89.36 | m | |
| 22 | 22 | Drainage Spouts complete as per drawing and technical specifications Clause 1209 | 15 | No | |
| 23 | 23 | P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211. | 5.23 | cum | |
| 24 | 24 | Reinforced Cement Concrete M-25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 | 10.92 | cum | |
| 25 | 25 | 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.) | 19.2 | m | |
| 26 | 26 | Painting of Parapet Walls\npainting two coats on parapet walls and tree trunks including preparation of surface by cleaning, scapping, etc. as pre technical specification Clause 1915 | 98.3 | sqm | |
| 27 | 27 | PROTECTIONWORK\nProviding and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | 266.74 | cum | |
| 28 | 28 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 117.61 | cum | |
| 29 | 32 | Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I | 0.19 | Ha | |
| 30 | 33 | Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5\n60% of Excavated material | 1248.21 | Cum | |
| 31 | 34 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the 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 . \nBalance quantity | 3626.19 | Cum | |
| 32 | 35 | Construction of Subgrade and Earthen Shoulders\nConstruction 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 with lead upto 1000 m as per Technical Specification Clause 303.1. | 755.99 | Cum | |
| 33 | 36 | Granular Sub-base with Well Graded Material (Table 400.1)\n(By mix in place method) \nFor Grading I Material\nConstruction of granular sub-base by\nproviding close 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 vibratory roller to achieve the desired density, complete as per clause 401.\n | 260.39 | cum | |
| 34 | 37 | WBM Grading 3 (By Mechanical Means) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 97.65 | Cum | |
| 35 | 38 | Prime Coat (Low porosity)\nProviding 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 1340.46 | Sqm | |
| 36 | 39 | Tack Coat \nProviding and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. | 1340.46 | Sqm | |
| 37 | 40 | Close Graded Premix Surfacing/Mixed Seal Surfacing ;Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. | 1367.27 | Sqm | |
| 38 | 41 | Traffic sign\nProviding and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. \nI) 900 mm equilateral & triangle , OR | 4 | Nos | |
| 39 | 42 | (I)Providing and Fixing 'Logo' of PMGSY Project\nProviding and fixing of typical PMGSY/ MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 2 | Nos | |
| 40 | 43 | ( III ) Providing & Fixing of LOGO of \"Citizen Information Board\" \nProviding and fixing of typical PMGSY/ MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 2 | Nos | |
| 41 | 44 | Add 12% GST | 1 | Rs | |
| 42 | 45 | Add 1% Labour Cess | 1 | Rs | |
| 43 | 46 | Add Seigniorage Fee | 1 | Rs | |
| 44 | 47 | 1st year maintenance cost | 1 | Year | |
| 45 | 48 | 2nd year maintenance cost | 1 | Year | |
| 46 | 49 | 3rd year maintenance cost | 1 | Year | |
| 47 | 50 | 4th year maintenance cost | 1 | Year | |
| 48 | 51 | 5th year maintenance cost | 1 | Year | |
| 49 | 52 | Add 12% GST | 1 | Rs | |
| 50 | 53 | Add 1% Labour Cess | 1 | Rs | |
| 51 | 54 | Add Seigniorage Fee | 1 | Rs |
AI Tender Summary
Tender Timeline
Jan 08, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 14, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 19, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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