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Tender For Construction Of 80 M Span Suspension Foot Bridge Over Mahadev River At Teptepa Under South Garo Hills District In Meghalaya State., East Khasi Hills-Meghalaya

Meghalaya Infrastructure Development Finance Corporation Ltd has published Tender For Construction Of 80 M Span Suspension Foot Bridge Over Mahadev River At Teptepa Under South Garo Hills District In Meghalaya State.. Submission Date for this Tender is 28-10-2022. Vehicle Accessories and Component Tenders in East Khasi Hills Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

34467861
Tender For Construction Of 80 M Span Suspension Foot Bridge Over Mahadev River At Teptepa Under South Garo Hills District In Meghalaya State.
Open Tender
Indian
Meghalaya
East Khasi Hills
28-10-2022

Tender Details

Construction Of 80 M Span Suspension Foot Bridge Over Mahadev River At Teptepa Under South Garo Hills District In Meghalaya State.

Key Value

Document Fees
INR 1000 /-
EMD
INR 324000.0 /-
Tender Value
INR 1.62 Crore /-

BOQ Items

Name of Work:Construction of 80 M Span Suspension Foot Bridge over Mahadev River at Teptepa Under South Garo Hills District in Meghalaya State.
Sl. No. Item Description
1Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 30 mm, removal of stumps of such trees cut earlier and disposal of unserviceable 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.
2Cutting of trees including cutting of trunks,branches and removal (Cutting of trees including cutting of trunks,branches and removal of stumps,roots,stacking of serviceable material with all lifts and upto a lead of 1000 metres and earth filling in the depression/pit). (a)Girth from 300 mm to 600 mm
3Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (a) Ordinary soil
4Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (a)PCC Grade M 15
5Bored 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-750 mm) (a)Tower Foundation Pile
6Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M 30
7Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30
8Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30
9Supplying,fitting and placing HYSD bar reinforcement in sub - structure complete as per drawing and technical specifications.
10Supplying,fitting and placing HYSD bar reinforcement in super - structure complete as per drawing and technical specifications.
11Sand Filling in Foundation Trenches as per Drawing & Technical Specification.Inside of Foundation
12Supplying of different Indian Section Medium Weight Beam (ISMB),Indian Standard Equal Angle (ISA),plates,nut and bolts etc. complete as per drawing and technical specifications. (a) Base plate
13(b)ISMC 250
14(c)ISA 65 x 65 x 8
15(d)ISA 100 x 100 x 10
16(e)Inside Stiffner plates (12 mm thick)
17(f)Cross - bracing of Tower
18(g)Plates (10 mm)
19(h)Cross - bracing
20(i)Side plate
21(j)Plates for laching (8 mm)
22Nuts and bolts,Pulley,Clip etc. (a)32 mm dia. 750 mm long nuts & bolts
23(b)32 mm dia. 70 mm long nuts & bolts
24(c)Holding Down Bolt 30 mm dia 180 mm long
25(d)Pin for pulley 125 mm dia 440 mm long
26(e)Pulley
27(a)63 mm dia. Hook for Anchor Blocks
28(b)Hook for suspender cable
29(c)Clip with nuts and bolts for suspender cable
30Nuts and bolts for Tower members
31Sub - structure (a) Cross - girder ISMC 150
32(b) Long - girder ISMC 125
33(c ) ISA 200 x 100 x 10 (Outside)
34(d) ISA 75 x 50 x 8 (Inside)
35(e) Stiffner plates 8mm (0.45 X 0.25)
36Chequered plate - 6 mm
37Vertical Handrail 72 x 72 x 3.2
38Horizontal Handrail 40 x 40 x 2.6
39Stiffner plate 12 mm thick
40Cables (a)Main Cable 40 mm dia
41(b) Wind Tie Hanger 40 mm dia
42(c) Stay Wire 34 mm dia
43(d) Suspender Cable 14 mm dia
44Labour for hoisting,fitting,fixing in position including cutting,bending,cranking,welding wherever necessary,stringing of cables etc. in all steel structural works.
45Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
46Loading and unloading of stone boulder/stone aggregates/sand/kankar/moorum.(Placing tipper at loading point,loading with front end loader,dumping,turning for return trip excluding time for haulage and return trip (a)Aggregate
47(b)Sand
48Loading and Unloading of Cement or Steel by Manual means and stacking. (a)Cement
49Carriage of Steel Materials:
50carriage of Construction Materials:
51Approach Road (a) Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
52(b)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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density.
53(c)Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, appling and brooming, stone screening/binding material to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2.
54(d)WBM Grading 3
55Haulage of materials by tipper excluding cost of loading, unloading and stacking. (a) For GSB -
56(b) For stone -
57(c) For Binding materials -
58Loading and Unloading of Stone boulder/Stone aggregates/sand/moorum
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