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Tender For Civil Works - Bridge Construction - T05-Nepal Border Jhala Chowk To Jakirparas , Last Border Construction Of Hl Bridge At Ch-11 . 90 , Near Salguni Village, ARARIA-Bihar

Rural Works Department has published Tender For Civil Works - Bridge Construction - T05-Nepal Border Jhala Chowk To Jakirparas , Last Border Construction Of Hl Bridge At Ch-11 . 90 , Near Salguni Village. 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

26582651
Tender For Civil Works - Bridge Construction - T05-Nepal Border Jhala Chowk To Jakirparas , Last Border Construction Of Hl Bridge At Ch-11 . 90 , Near Salguni Village
Open Tender
Indian
Bihar
ARARIA
18-01-2021

Tender Details

Tender For Civil Works - Bridge Construction - T05-Nepal Border Jhala Chowk To Jakirparas , Last Border Construction Of Hl Bridge At Ch-11 . 90 , Near Salguni Village

Key Value

Document Fees
INR 10000 /-
EMD
INR 212244.0 /-
Tender Value
INR 1.06 Crore /-

BOQ Items

Name of Work: BR01P2R-44
Sl. No. Item Description Item Code / Make Quantity Units
1 1 T05-NEPAL BORDER JHALA CHOWK TO JAKIRPARAS, LAST BORDER Construction Of HL Bridge At Ch-11.90,Near Salguni Village
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 845.585 Cum
7 7 Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
8 8 II. PCC Grade M-15 (Levelling Course for Pile Cap) 43.079 Cum
9 9 SUBSTRUCTURE
10 10 R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
11 11 RCC M-30
12 12 i) Upto 5m height (Using Concrete Mixer) 236.804 Cum
13 13 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 23.68 MT
14 14 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 48 Nos
15 15 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
16 16 I) Sandy Material 256.799 Cum
17 17 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 58.237 Cum
18 18 SUPERSTRUCTURE
19 19 Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
20 20 II. RCC M-25 (Height 5m to 10m) 106.076 Cum
21 21 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202 12.941 MT
22 22 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 12.791 Cum
23 23 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 45.4 m
24 24 Drainage Spouts complete as per drawing and technical specifications Clause 1209 8 No
25 25 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. 8.82 cum
26 26 Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 19.257 cum
27 27 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.) 16.8 m
28 28 PROTECTION WORK
29 29 Excavation for Structures
30 30 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. 567.434 cum
31 31 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing not less than 25 Kg, laid dry complete as per drawing and technical specifications Clause 1301.
32 32 I. Rubble stone laid in cement mortar 1:3 66.48 cum
33 33 Providing and laying curtain walls complete as per drawing and technical specification Clause 1304.
34 34 P.C.C grade M 15 302.154 cum
35 35 E. APPROCH ROAD
36 36 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 0.04 Ha
37 37 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 . 1246 Cum
38 38 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. 157.312 Cum
39 39 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. 59.16 Cum
40 40 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. 21.0375 Cum
41 41 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. 21.0375 Cum
42 42 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. 280.5 Sqm
43 43 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. 280.5 Sqm
44 44 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. 14.025 Sqm
45 45 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. 7.013 Sqm
46 46 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
47 47 E. DIVERSION
48 48 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 . 300 Cum
49 49 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. 14.0625 Cum
50 50 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW) 20 M
51 51 E. MISCLLANIOUS
52 52 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. (Dry Brick Pitching or Brick Soling, Masonry work) 90 Cum
53 53 GST 12% & LABOUR CESS 1% = 1 RS
54 54 SEIGNOIRAGE FEE = 1 RS
55 55 Total Cost for 1st Year Maintenance Work 1 YEAR
56 56 Total Cost for 2nd Year Maintenance Works 1 YEAR
57 57 Total Cost for 3rd Year Maintenance Works 1 YEAR
58 58 Total Cost for 4th Year Maintenance Works 1 YEAR
59 59 Total Cost for 5th Year Maintenance Works 1 YEAR
60 60 GST 12% & LABOUR CESS 1% = 1 RS
61 61 SEIGNOIRAGE FEE = 1 RS
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