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Tender For Restoration/ Maintenance Of Roads On Emergency Basis By Way Of Slip Clearance, Snow Clearance, Filling Of Ruts Etc Likely To Be Damaged During Financial Year 2024-25 On 1. Karara To Bhella Link Road (L 3.65 Km) 2. Thalela To Bhella Link R, thathri-Jammu And Kashmir

Public Works Department-PWD has published Tender For Restoration/ Maintenance Of Roads On Emergency Basis By Way Of Slip Clearance, Snow Clearance, Filling Of Ruts Etc Likely To Be Damaged During Financial Year 2024-25 On 1. Karara To Bhella Link Road (L 3.65 Km) 2. Thalela To Bhella Link R. Submission Date for this Tender is 24-04-2024. Road Work Tenders in thathri Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

43181553
Tender For Restoration/ Maintenance Of Roads On Emergency Basis By Way Of Slip Clearance, Snow Clearance, Filling Of Ruts Etc Likely To Be Damaged During Financial Year 2024-25 On 1. Karara To Bhella Link Road (L 3.65 Km) 2. Thalela To Bhella Link R
Open Tender
Indian
Jammu And Kashmir
thathri
24-04-2024

Tender Details

Restoration/ Maintenance Of Roads On Emergency Basis By Way Of Slip Clearance, Snow Clearance, Filling Of Ruts Etc Likely To Be Damaged During Financial Year 2024-25 On 1. Karara To Bhella Link Road (L 3.65 Km) 2. Thalela To Bhella Link Road (L Tender Notice

Key Value

Document Fees
INR 600 /-
EMD
INR 20000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Restoration/ Maintenance of roads under the jurisdiction of PWD (R&B) Division Thathri on emergency basis by way of Slip clearance,Snow clearence, filling of ruts etc likely to be damaged during financial year 2024-25 on :-1. karara to Bhella link Road (L=3.65 km) 2:- Thalela to Bhella link Road (L=4.45 km) 3:- Hirani link Road (L=1.00 km) 4:- Drone kirani link Road (0.350 km ) 5:- Shibnote link Road (L=0.90 km)
Sl. No. Item Description
1Slip Clearance
2In ordinary soils disposal
3In soils; mixed with moorum/Kankar/ shingle/ boulders; disposal
4In soils; mixed with Decomposed Rocks; by blasting or any other means
5In medium hard rocks ; by blasting
6In hard rocks; by blasting
7Earth 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 bottomsincluding getting out excavated earth and disposal of surplus excavated earth as directed, with in a lead of 50 metres.
8All kinds of soil
9Ordinary Rock
10Hard Rock (Requiring Blasting )
11Hard Rock (Blasting prohibited )
12Earth work in excavation by manual 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 xceeding 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:
13All kinds of soil
14Ordinary Rock
15Hard Rock (Requiring Blasting )
16Hard Rock (Blasting prohibited )
17Earth 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 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Earth 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 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
18All kinds of soil :
19Ordinary Rock
20Hard Rock (Blasting Prohibited)
21Hard Rock (Requiring Blasting )
22Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone (Nallah)
23Dumping of stones including cost of stones in horizontal on level.
24Hand packed stone filling in horizontal on level 50% stone and 50% available earth.
25Dumping of stone excluding cost of stones in Horizontal on level
26Providing 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 etccompleteNon-pressure NP-3 class (Medium duty) R.C.C. pipes
27450 mm dia. R.C.C. pipe
28600 mm dia. R.C.C. pipe
29900 mm dia. R.C.C. pipe
30Hand packed stone filling in horizontal on level using 50% available stone and 50% available earth.
31Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
32Labour to be engaged (if necessity arises)
33Skilled
34Un-skilled
35Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
36Clearing snow (with frost) from Roads, manually using picks and shovels; snow depth upto 150 mm
37Clearing Snow (without frost) from Roads, manually;
38Snow depth upto 150 mm
39Snow depth over 150 mm but upto 250mm
40Snow depth over 250 mm but upto 350mm
41Snow depth over 350 mm but upto 450mm
42Snow depth over 450 mm but upto 550mm
43Snow depth over 550 mm but upto 650mm
44Snow depth over 650 mm but upto 750mm
45Snow depth over 750 mm but upto 850mm
46Snow depth over 850 mm but upto 950mm
47Snow depth over 950 mm but upto 1050mm
48Snow depth over 1050 mm but upto 1150mm
49Snow depth over 1150 mm but upto 1250mm
50Carriage of Matierial By Mechanical Transport including loading, unloading and stacking
51Carriage of Mulba (Earth) avg. lead of 01 km.
52Carriage of Stone avg. lead of 05 km.
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