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Construction Of Link Road From Bajalta Main Road 1St Pully Right Side Towards Peackock Colony, Jammu-Jammu And Kashmir

Public Works Department-PWD has published Construction Of Link Road From Bajalta Main Road 1St Pully Right Side Towards Peackock Colony. Submission Date for this Tender is 18-01-2021. Road Work Tenders in Jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

26583395
Construction Of Link Road From Bajalta Main Road 1St Pully Right Side Towards Peackock Colony
Open Tender
Indian
Jammu And Kashmir
Jammu
18-01-2021

Tender Details

construction Of Link Road From Bajalta Main Road 1St Pully Right Side Towards Peackock Colony

Key Value

Document Fees
INR 600 /-
EMD
INR 68160.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:- CONST. OF LINK ROAD FROM BAJALTA MAIN ROAD 1ST PULLY RIGHT SIDE TOWARDS PEACKOCK COLONY (UNDER UPD)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation by mechanical means 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: All kinds of soil : 772.9 Cum
2 2 Providing 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 93.06 Cum
3 3 Providing 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) 285.6 Cum
4 4 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 5.28 Cum
5 5 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. 630 Kg
6 6 Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. comple 1000 mm dia (NP3). R.C.C. pipe (laying by manual/mechanical means) 30 Rmt
7 7 Providing, laying watering and compacting in layers not exceeding 200mm thick with 80-100 KN road roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete. 487.5 Cum
8 8 Filling of available excavated earth 405 Cum
9 9 Dipsoal of surplulous mulba / excavated earth from site (Lead 1.00kms) 434.3 Cum
10 10 Centering and shuttering including strutting, propping etc. and removal of form work for:
11 10.01 Foundations, footings, bases of columns etc. for mass concrete. 1440 Sqm
12 10.02 Suspended floors, roofs, landings, balconies and access platforms. 14.4 Sqm
13 10.03 Edges of slabs and breaks in floors and walls Under 20 cm wide. 70 Rmt
14 11 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing completeq 360 Sqm
15 12 Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
16 12.01 Sand and Stone aggregate Below 40mm size for an avg. lead of 50.00 Kms. 518.3 Cum
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