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Construction Of 2 X 25 Mtr Span Rcc Plate Girder Bridge Near Karam Buland Astan Sharief Connecting Dowlatpora And Higher Secondary Link At Chadoora Under Ridf Xxvii. , chadoora-Jammu And Kashmir

Public Works Department-PWD has published Construction Of 2 X 25 Mtr Span Rcc Plate Girder Bridge Near Karam Buland Astan Sharief Connecting Dowlatpora And Higher Secondary Link At Chadoora Under Ridf Xxvii. . Submission Date for this Tender is 15-07-2022. Bridge Work Tenders in chadoora Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

32813774
Construction Of 2 X 25 Mtr Span Rcc Plate Girder Bridge Near Karam Buland Astan Sharief Connecting Dowlatpora And Higher Secondary Link At Chadoora Under Ridf Xxvii.
Open Tender
Indian
Jammu And Kashmir
chadoora
15-07-2022

Tender Details

Construction Of 2 X 25 Mtr Span Rcc Plate Girder Bridge Near Karam Buland Astan Sharief Connecting Dowlatpora And Higher Secondary Link At Chadoora Under Ridf Xxvii.

Key Value

Document Fees
INR 5500 /-
EMD
INR 932460.0 /-
Tender Value
INR 4.66 Crore /-

BOQ Items

Name of Work:Construction of 2 x 25 Mtr Span RCC Plate Girder Bridge near Karam Buland Astan Sharief Connecting Dawlatpora & Higher Secondary Link at Chadoora under RIDF XXVII.
Sl. No. Item Description
1Sub Structure
2Earth work in excavation in foundation trenches for strata consisting of boulders, including dewatering, diversion of Nallah if necessary and disposal of surplus excavated soil as desired at site, Complete job
3P/L of dry stone soling in foundation trenchestightly hand packed including all carriages involved
4Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
5Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level using Thermo-Mechanically Treated bars of grade Fe-500D or more
7Centering and shuttering including strutting, propping etc. and removal of form for
8Foundations, footings, bases of columns etc. for mass concrete
9Columns, pillars, piers, abutments, posts and struts
10Providing weep holes in Reinforced concret Abutment, wing walls, retuern walls etc with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1:20
11Backfilling behind Abuts by way of second class quarry stones, hand packed including all carriages, complete job.
12Supply and filling of Nallah Muck/ GSB behind abuts, including all carriages, complete job
13Carriage of materials from source upto site of work by Mechanical means including Loading, Unloading etc
14Stone aggregates below 40 mm size from Lasjan for an average lead of 18 kms
15Sand from pampore for an average lead of 20 kms
16SuperStructure
17Structural Steel in built up welded sections in superstructure for cross girders, Stringers, Bracings, Shear Coonectors including fabrication, supply, launching/ Erection etc and applying two or more coats of synthetic enamel paint overprimer coat of approved steel primer
18Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.(Note:- Cement content considered in M-30 is @ 340 kg/cum)
19Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level using Thermo-Mechanically Treated bars of grade Fe-500D or more
20Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms
21Providing and Fixing of Neoprene Elastomeric Bearing including cost of fitting, installation and all other carriages, complete job
22Providing, Fitting & Fixing Mild Steel railingsincluding cost of all fittings anf fixtures, paint etc, as per drawings & technical Specifications
23Structural Steel in welded single/ built up sections including cost of all fittings and fixtures, complete job
2450 mm NB GI Pipe for hand rails including all carriages involved
25Providing Conventional finger plate expansion joints of angles & plates as per MORTH specifications including filling the joint with joint fillers as per IRC and MORTH recomendations
26Drainage Spouts with metal collection box, complete as per drawings & technical specifications
27Carriage of materials from source upto site of work by Mechanical means including Loading, unloading etc
28Stone aggregates below 40 mm size from Lasjan for an average lead of 18 kms
29Sand from pampore for an average lead of 20 kms
30Approaches
31Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres
32Providing & laying dry stone soling tightly hand packed including all carriages, complete job
33Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
34Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level using quarry stone, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like in Cement mortar 1:6 (1 Cement : 6 coarse sand)
35Dry random rubble masonry with hard stone in foundation and plinth using quarry stone With bond stone
3650 mm thick coping in 1:2:4 grade including cost of formwork and all other carriages, complete job
37Filling in approaches with Nallah Muck including watering, consolidation with 8 to 10 tonnes PPR, spreading in layers not exceeding 250 mm thickness, all carriages involved
38Carriage of materials from source upto site of work by Mechanical means including Loading, Unloading etc
39Stone aggregates below 40 mm size from Lasjan for an average lead of 18 kms
40Sand from pampore for an average lead of 20 kms
41Stones from Athwajan for an average lead of 18 Kms
42Pavement
43Supplying, Stacking, Providing & Laying of GSB for Road Surface including watering, consolidation with 8 to 10 tonnes PPR and all other carriages involved, complete job
44Supplying and stacking at site graded crushed stone agg. of size 63 mm to 45 mm.
45Supplying and stacking at site stone screening of size 13.2 mm nominal size. (Type “A”)
46Supplying and stacking at site stone dust / Moorum.
47Laying spreading and compacting stone agg. of special size to WBM specifications in uniform thickness hand packing rolling with three wheeled road/vibratory roller 8-10 ton capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse agg. Watering and compacting to the required density.
48Carriage of materials from source to site of work including loading unloading complete.
49Stone aggregate 63 mm to 45 mm size from wuyan for an av. Lead of 20 kms.
50Stone screening & Moorum for an av. Lead of 20 kms.
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