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 Date3 Sep 2024
Tender Amount₹ 2,13,257
Costs
EMD
₹ 4,270Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SM_255079_1Bid Award Id
ViewTender No
SMVDU/Engg/Tenders/24/39 dated 02-08-2024Tender Authority
Shri Mata Vaishno Devi University ViewPurchaser Address
-Website
http://https://www.smvdu.ac.in/
GEM & Bid Advisory Services
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Documents
Repair of damaged boundary wall along side Domail Panthal Road opposite to Sanjeevani Guest House at SMVDU Kakryal Katra
BOQ Items
1:3:6 or richer mix (i/c equivalent design mix)
0.03
43
1681.1
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
1000
4816
4.82
Earth work in bulk excavation by manual means 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 :
0.36
217
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)
0.68
3898
5733.6
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto 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)
0.68
6389
9395.7
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1.26
12375
9821.85
FORM WORK
Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns etc. for mass concrete.
1.8
515
286.35
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
8.4
4851
577.55
Columns, pillars, piers, abutments, posts and struts.
5.88
4366
742.55
5.9.16 Edges of slabs and breaks in floors and walls
5.16.1.1 Under 20 cm wide
34
8914
262.2
Steel 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.
235.01
28953
123.2
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in :
-
-
-
Cement mortar 1:6 ( 1 cement : 6 coarse sand)
9.07
68689
7571.55
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
9.07
13205
1455.65
15mm Cement plaster on the rough side of single or half brick wall of
mix: 13.2.2 1 : 6 ( 1 cement : 6 fine sand)
39.44
12218
309.8
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.
10.2.2 Welded
154.39
21336
138.2
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
102
2024
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)
17
5198
305.8
Carriage of material by MT
-
-
-
Cement (from Jammu to site of work 50 km)
1.6
866
541.39
Sand ( from nagrota to site of work 25km)
4.17
1638
393.02
Stone Aggregate (Surinsar to site of work 40km)
2.17
1134
522.62
Steel for 50 km
0.46
227
498.28
Brick (from Akhnoor to site of work 60km)
4309
7993
1.86
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