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Construction Of Link Road To Mac Youlchung Village Km 1St To 2Nd Rd 0 To 2000Mtr ( By Way Of Side Drain, Ms Pipe, 1 Mtr Span Rcc Culvert B/Wall And Crates). Under Capex, khaltsi-Jammu And Kashmir

Public Works Department-PWD has published Construction Of Link Road To Mac Youlchung Village Km 1St To 2Nd Rd 0 To 2000Mtr ( By Way Of Side Drain, Ms Pipe, 1 Mtr Span Rcc Culvert B/Wall And Crates). Under Capex. Submission Date for this Tender is 04-04-2024. Road Work Tenders in khaltsi Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

42880371
Construction Of Link Road To Mac Youlchung Village Km 1St To 2Nd Rd 0 To 2000Mtr ( By Way Of Side Drain, Ms Pipe, 1 Mtr Span Rcc Culvert B/Wall And Crates). Under Capex
Open Tender
Indian
Jammu And Kashmir
khaltsi
04-04-2024

Tender Details

Construction Of Link Road To Mac Youlchung Village Km 1St To 2Nd Rd 0 To 2000Mtr ( By Way Of Side Drain, Ms Pipe, 1 Mtr Span Rcc Culvert B / Wall And Crates ) . Under Capex

Key Value

Document Fees
INR 1000 /-
EMD
INR 82100.0 /-
Tender Value
INR 41.05 Lakhs /-

BOQ Items

Name of Work:- Construction of link road to MAC Youlchung village Km 1st to 2nd RD 0 to 2000Mtr ( by way of side drain, MS pipe, 1 Mtr span RCC culvert B/wall and crates). Under Capex
Sl. No. Item Description
1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50meters and lift upto 1.5 m,as directed by Engineer-in-Charge. All kinds of soil 80%
2b) Ordinary Rock 20%
3Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
4Providing and Laying of M.S pipe including fixing, position and refilling earth including cost of loading, unloading and carriage complete job. Including cost of pipe300mm Dia
5250mm Dia(Complete Job)
6Dry stone pitching (any thickness) including cost of stones. On Horizontal
7Providing 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) Including cost and carriage of cement.
8Providing 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 40 mm nominal size) Including cost and carriage of cement.
9Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and strutsupto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Including cost and carriage of cement.
10Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. Including cost and carriage of steel
11Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones and wirecrates
12Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
13Dry random rubble masonry with hard stone in foundation and plinth:With bond stone. Nallah
14Providing 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 complete Including cost and carriage of cement.
15Carriage of materials from source to site of work by Mechanical transport including cost of loading,Unloading and stacking complete. a) Sand an avg lead 50kms.
16b) Stone aggregate an avg lead 50Km
17c) Stone an avg lead 10Km
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