Shri Mata Vaishno Devi University Tender
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Shri Mata Vaishno Devi University - SMVDU Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date2 Aug 2024
Closing Date20 Aug 2024
Tender Amount₹ 4,40,885
Costs
EMD
₹ 8,820Document Cost
₹ 600Tender Fee
Refer Documents
Summary
Repair Of Damaged Boundary Wall Between Dps And Smvdu
Description
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Contact
Tender Id
2024_SM_255094_1Tender No
SMVDU/Engg/Tenders/24/40 dated 02-08-2024Tender Authority
Shri Mata Vaishno Devi University ViewPurchaser Address
-Website
http://https://www.smvdu.ac.in/
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Documents
BOQ Items
In cement mortar
6.17
8769
1421.3
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleaned bricks shall be measured) :
15.8.3 From brick work in cement mortar
2000
9630
4.82
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.
-
-
-
All kinds of soil :
8.65
5219
603.4
CEMENT CONCRETE (CAST-IN-SITU) 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)
6.15
35261
5733.6
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
6.6
34339
5202.9
Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns
45.27
12963
286.35
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc
5.23
3289
628.95
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :
-
-
-
Cement mortar 1:6 ( 1 cement : 6 coarse sand)
22.82
172782
7571.55
Extra for brick work with common burnt clay bricks/cement concrete bricks in
superstructure above plinth level upto floor five level
22.82
33217
1455.65
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
-
-
-
Welded
84
11608
138.2
15mm Cement plaster on the rough side of single or half brick wall of
mix:
-
-
-
1 : 6 ( 1 cement : 6 fine sand)
194.2
60163
309.8
Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge
-
-
-
15 mm wide and 15 mm deep groove
60
3663
61.05
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total length of barbed wire used.
-
-
-
With G.I. barbed wire
190
3771
19.85
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately)
35
10703
305.8
Carriage of material by MT
-
-
-
Cement (from Jammu to site of work 50 km)
4.62
2501
541.39
Sand ( from nagrota to site of work 25km)
15.41
6056
393.02
Stone Aggregate (Surinsar to site of work 40km)
11.34
5919
522
Brick (from Akhnoor to site of work 60km)
10840
20054
1.85
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