Roads And Buildings Department Tender
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Roads And Buildings Department Tender
Civil And Construction
Bridge Construction
Opening Date17 Jan 2025
Closing Soon30 Jan 2025
Tender Amount₹ 1,21,96,084
Costs
EMD
₹ 1,21,961Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
780152Tender No
NIT No.08(10)/AEE-1/KNL/2024-25, DATED:27.12.2024Tender Authority
Roads And Buildings Department ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Vibrated cement concrete in Open foundationscomplete as per Drawing and technicalspecifications as per MORT&H specificationNos.1500, 1700 & 2100 (5th rev) M-15- Footings of abutments, Raft & wing walls
339
6499
2203161
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Plain Vibrated Cement Concrete in sub structure complete as per Drawing and Technical Specifications and as per MOST specification Nos.1500,1700 & 2200. (5th rev) -M-15 Substructure for abutments and wing walls
183
6874
1257942
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Vibrated reinforced Cement Concrete in sub structure complete as per Drawing and Technical Specifications and as per MoRTH specification Nos.1500,1700 & 2200 excluding cost of reinforcement (5th rev) M-20 Sub structure Bed blocks & backing walls,
14
7609
106526
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Furnishing and placing reinforced cement concret VRCC M25 Super Sturcture as per Drawing and technical specifications asper MORT&H specification Nos 1500,1600 & 1700 and as per Most drg nos SF/111 excluding cost of steel and fabrication charges (5th rev) for DECK SLABS
107
8647
925229
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Construction of precast RCC railing of M 30grade , aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to center spacing between vertical post not to exceed 2000 mm , leaving adequate space between vertiacal post for expansion, complete as per approved drawings and Technical Specifications as per MoRTH spn nos.2703,1500,1600,&1700 excluding cost of steel and its fabrication charges (5th rev)
45
756
34020
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PCC M15 grade levelling course below approach slab complete as per drawing and technical specifications no.2700 (5th rev)
11
6249
68739
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Vibrated Reinforced cement concrete approach slab excluding reinforcement complete as per Drawing.No.SD/104., and as per MORT&H specificationno.1500, 1600, 1700 & 2704.-(5th rev) VRCC M30-grade
30
7392
221760
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Providing and laying cement concrete wearingcoat M30grade excluding reinforcement and fabrication charges complete as per drawing MOT M.O.T.Drg.No.SD/101 and as per technical MORT&H specification no.1500,1600,1700,2702 (5th rev)
18
7309
131562
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Supplying ,fitting and placing uncoated HYSD bar reinforcement in super structure complete as per drawing and Technical Specifications as per MoRTH specification No. 1600 & 2200. SUPER STRUCTURE
11
91466
1006126
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Supplying ,fitting and placing uncoated HYSD bar reinforcement in super structure complete as per drawing and Technical Specifications as per MoRTH specification No. 1600 & 2200. SUB STRUCTURE
3
89157
267471
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Supplying ,fitting and placing uncoated HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications as per MoRTH specification No. 1600.&2200 FOUNDATION
4
88817
355268
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Providing grouted rough stone revetment 300 mm thick with 300mm size rough stone grouted with 0.25 Cum.of C.C.1:4:8 mix using 40mm size HBG metal / chips (SS5)graded includingcost,seignorage cess conveyance ofallmaterialstosite, labour charges curing etc. complete for Revetment
12
2850
34200
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Providing rough stone revetment 300 mm thick using 300mm size rough stonevariety including cost, seigniorage,cess andcon-veyance of all materials tosite, labourcharges etc., complete for Toe wall
7
1940
13580
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Providing filter material underneath pitching in slopes complete ascomplete as per MOST specification Nos. 305, 309 &2504. For Revetment
6
1583
9498
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Backfilling behind abutments, wing walls and return wall complete as per drawing and technical specifications and as per MoRTH specification No.2200 ,Cl 710.1.4 of IRC :78
113
1141
128933
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Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provieded over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications and as per MOST specification Nos.2200 and Cl.710.1
68
2126
144568
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Providing weep holes in PCC/RCC for Abutments ,returnwalls and wing walls with 100 mm dia AC pipe ,extending through the full width of the structure with slope of 1 V : 20 H towards drawing foce. Complete asper drawing and technical Specification and as per MoRTH specification No. 2706.&2200
101
493
49793
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Drainage spouts complete as per drawing and technical specifications and as per drg no. SD/205
4
3360
13440
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complate as per drawing and Technical Specifications (5th rev) Boulder Laid Dry without Wire Crates
133
1962
260946
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Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work)
3434
390
1339260
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Construction of Granular sub-base by providing HBG material confirming to Grading -V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.
324
2331
755244
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Providing, Laying, Spreading and compacting graded HBD crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.
389
2574
1001286
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Providing and applying prime coat with bitumen emulsion (CSS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge
1554
41
63714
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Providing and applying tack coat with bitumen VG10 (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared Granular surface treated with primer cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
1554
16
25019.4
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Providing and laying of 50mm thick Bituminous Macadam with 100 -120 TPH hot mix plant producing an average output of 75 tonnes per hour using HBD crushed aggregates of Grading - II as per table 500-4 of MoRT&H specificaion 504 (5th Revision) premixed with bituminous binder of VG-30 grade @ 3.4 % by weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and opeational charges all T&P and all other contingent charges necessary , complete and as per MoRTH specification No. 504 (5th Revision) .
78
8160
636480
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Providing and applying tack coat with bitumen VG10 (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
1554
13
20202
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Providing and laying of 30mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using HBD crushed aggregat s of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
47
10927
513569
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Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work)
347
370
128390
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Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1200 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.
30
3627
108810
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