Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date23 Jan 2021
Closing Date1 Feb 2021
Tender Amount₹ 2,58,94,000
Costs
EMD
₹ 5,17,880Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWDJK_114395_1Bid Award Id
ViewTender No
e-NIT No. 75 of 2020-21 Dt. 22/01/2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
Earth 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 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:
938.72
-
240.45
Random 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) including cost of stone
340.96
-
2583.5
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone excluding cost of stone
3731.25
-
1304.45
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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
38.51
-
3093.7
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) with 20% plumb
1649.38
-
3039.76
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) Crushed
34.18
-
3707.4
Centring and shuttermg including strutting, propping etc. and removal of form for: (Including all leads, lifts & carriages etc.)
-
-
-
Foundations: footings, bases of columns etc. for mass concrete.
4096
-
179.25
Retatning walls. return walls. walls (any thickness) including attached pilasters.
buttresses. plinth and strmg courses fillets etc.
249
-
342.8
Hand packed stone filling in horizontal level excluding cost of stone
3152.26
-
115
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 50 mmthick with 20mm nominal size stone aggregate.
156.8
-
370.2
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
2262.91
-
102.2
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade
9075
-
1.95
Providing / Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (Payment for stone aggregate, screenings, kankar, moorum and red bajri etc. to be made separately) : 90 mm to 45 mm (Quarry)
1361.25
-
849.75
Supplying and stacking of good earth at site, excluding carriage.
165
-
849.75
Supplying and stacking of stone screenings/ chippings at site. excluding carriage. 13.2 mm nominal size (Type A)
205
-
492.5
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 900 mm dia. R.C.C. pipe
15
-
2991.3
Disposal of excavated surplus earth av.lead 2 Km by MT
10895
-
120.01
Carriage of stone by MT at an average distance 5 Km
7793
-
149.51
Carriage of sand by MT at an average distance 15 Km
1885
-
210
Carriage of stone aggregate by MT at an average distance 5 Km
1690
-
127.05
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