Public Works Department Tender
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Costs
EMD
₹ 1,36,900Document Cost
₹ 690Tender Fee
Refer Documents
Summary
Construction Of Irrigation Main Khul Amzeth Shakar
Description
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Contact
Tender Id
2025_PWD_16008_3Tender No
e-Tender 03 of 2025-26/INFC KargilTender Authority
Public Works Department ViewPurchaser Address
-Website
http://tenders.ladakh.gov.in
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Documents
BOQ Items
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Earth work in excavation by manual means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
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All kind of soil 80%
203.48
431
87783.31
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Ordinary rock 20%
50.87
954
48555.42
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)crushed.
277.71
10742
2983324.67
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Reinforcement for R.C.C work including straightening cutting,bending, placing in position and binding all complete.Hot rolled deformed bars.
4237.4
103
437596.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 20 mm nominal size derived from natural sources)
48.94
7734
378528.88
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Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing .
212.74
5084
1081570.16
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished 40 mm thick with 20 mm nominal size stone aggregate .
66.15
560
37050.62
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Centring and shuttering including strutting propping etc,and removal of form work for Walls (any thickness) incld. attached pilasters, buttresses, plinth & string courses etc. incl. form work for suspended floor Foundations etc, Complete job
1137
614
699095.82
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
121.78
213
25970.8
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Disposal of excavated surplus earth /Mulba for an average lead upto 01 Km by MT and 100 mtr by Head load.
340.07
386
131324.83
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Dewatering/diversion of nallah at head work during the excuation of work and including all necessary arrangement as per the direction of site engineer in charge.
1
65600
65600
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Provision for supply of Irrigation water to the fields during execuation of work by way of providing and laying temporary pipes as per site requirement and as per the direction of site engineer complete.
1
49200
49200
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Carriage of different materials from sources to actual site of work including loading unloading and stacking complete.
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-
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Stone 15Km by MT and 100Mtr by Headload.
42.55
635
27058.82
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Sand/Aggregates 25Km by MT and 100Mtr by Headload.
662.53
669
443272.32
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Cement 95Km by MT and 100Mtr by Headload.
160.61
1045
167864.75
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Steel 95Km by MT and 100Mtr by Headload.
4.23
1188
5028.07
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