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Tender For Civil Works - Bridge Construction - T01-Ufrail Chowk To Billateybari Via Tira Contruction Of Hl Bridge At Ch-27 . 80Km Near Dhapdi Bridge, ARARIA-Bihar

Rural Works Department has published Tender For Civil Works - Bridge Construction - T01-Ufrail Chowk To Billateybari Via Tira Contruction Of Hl Bridge At Ch-27 . 80Km Near Dhapdi Bridge. Submission Date for this Tender is 18-01-2021. Bridge Work Tenders in ARARIA Bihar. Bidders can get complete Tender details and download the document.




Tender Notice

26583105
Tender For Civil Works - Bridge Construction - T01-Ufrail Chowk To Billateybari Via Tira Contruction Of Hl Bridge At Ch-27 . 80Km Near Dhapdi Bridge
Open Tender
Indian
Bihar
ARARIA
18-01-2021

Tender Details

tender for Civil Works - Bridge Construction - T01-Ufrail Chowk To Billateybari Via Tira Contruction Of Hl Bridge At Ch-27 . 80Km Near Dhapdi Bridge

Key Value

Document Fees
INR 10000 /-
EMD
INR 915196.0 /-
Tender Value
INR 4.57 Crore /-

BOQ Items

Name of Work: BR01P2R-41
Sl. No. Item Description Item Code / Make Quantity Units
1 1 T01-UFRAIL CHOWK TO BILLATEYBARI VIA TIRA CONTRUCTION OF HL BRIDGE AT CH-27.80KM NEAR DHAPDI BRIDGE
2 2 FOUNDATION
3 3 Excavation for Structures
4 4 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.
5 5 I. Ordinary Soil
6 6 i) Upto 3m depth 938.72 Cum
7 7 iii) Above 6m depth 240.3 Cum
8 8 Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
9 9 i. PCC Grade M-15 (Levelling Course for Pile Cap) 19.22 Cum
10 10 R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.
11 11 Pile Cap in RCC M-30 465.42 Cum
12 12 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.
13 13 i. 1200 mm Dia 680 m
14 14 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 88.86 MT
15 15 Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth @ Rs. 225.00 per m for service Road. 5.63 per m
16 16 Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth @ Rs. 5526.00 for each Island.) 3 No.
17 17 Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load
18 18 a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
19 19 1.2 m Dia Pile 1 Nos.
20 20 b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
21 21 1.2 m Dia Pile (2% of piles in total). 1 Nos.
22 22 c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
23 23 1.2 m Dia Pile (2% of piles in total) . 1 Nos.
24 24 SUBSTRUCTURE
25 25 R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
26 26 RCC M-30
27 27 i) Upto 5m height (Using Concrete Mixer) 192.52 Cum
28 28 ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump) 94.64 Cum
29 29 R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
30 30 RCC M-35
31 31 ii) From 5m upto 10m height (Using Concrete Mixer) 18.26 Cum
32 32 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 41.07 MT
33 33 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. 24 Nos
34 34 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. 262950 cc
35 35 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, 1204.3.7 156 Nos
36 36 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
37 37 I) Sandy Material 218.39 Cum
38 38 Providing and laying filter media with granular crushed aggregates (Jhama Metal) 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 1204.3.8 107.48 Cum
39 39 SUPERSTRUCTURE
40 40 Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
41 41 II. RCC M-25 (Height 5m to 10m) 353.51 Cum
42 42 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202 48.32 MT
43 43 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 36.73 Cum
44 44 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 1208.3 178.08 m
45 45 Drainage Spouts complete as per drawing and technical specifications Clause 1209 32 No
46 46 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. 8.87 cum
47 47 Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 20.11 cum
48 48 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.) 42.25 m
49 49 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 42.25 m
50 50 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. 42.25 m
51 51 PROTECTION WORK
52 52 Excavation for Structures
53 53 Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 714.73 cum
54 54 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 251.3 cum
55 55 E. APPROCH ROAD
56 56 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 0.08 Ha
57 57 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 . 2635 Cum
58 58 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 with lead upto 1000 m as per Technical Specification Clause 303.1. 314.63 Cum
59 59 Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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. 118.32 Cum
60 60 Providing, 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 2 as per Technical Specification Clause 405. 42.08 Cum
61 61 Providing, 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. 42.08 Cum
62 62 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. 561 Sqm
63 63 Providing 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. 561 Sqm
64 64 Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. 28.05 Cum
65 65 Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 per cent 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. 508 complete in all respects. 14.03 Cum
66 66 Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 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 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG 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 enamer 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 abd Annexure 1700.1. 3 NO
67 67 E. DIVERSION
68 68 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 . 1560 Cum
69 69 Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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. 73.13 Cum
70 70 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW) 40 M
71 71 E. MISCLLANIOUS
72 72 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. (PCC Work/RCC) 440 Cum
73 73 Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202.
74 74 Parafet/Rail Post 70 Cum
75 75 Abutment 12 Cum
76 76 Pier 18 Cum
77 77 12% GST 1 RS
78 78 1 % LABOUR CESS 1 RS
79 79 SEIGNOIRAGE FEE 10% 1 RS
80 80 Total Cost for 1st Year Maintenance Work 1 Year
81 81 Total Cost for 2nd Year Maintenance Works 1 Year
82 82 Total Cost for 3rd Year Maintenance Works 1 Year
83 83 Total Cost for 4th Year Maintenance Works 1 Year
84 84 Total Cost for 5th Year Maintenance Works 1 Year
85 85 12% GST 1 RS
86 86 1 % LABOUR CESS 1 RS
87 87 SEIGNOIRAGE FEE 10% 1 RS
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