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 Date18 Oct 2023
Closing Date30 Oct 2023
Tender Amount₹ 1,45,185
Costs
EMD
₹ 2,900Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SM_233964_1Bid Award Id
ViewTender No
SMVDU/Engg/Tenders/23/34 dated 18-10-2023Tender Authority
Shri Mata Vaishno Devi University ViewPurchaser Address
-Website
http://https://www.smvdu.ac.in/
GEM & Bid Advisory Services
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Documents
Reconstruction of boundary wall in front of Bowli near old University Entrance at SMVDU Kakryal Katra
BOQ Items
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)
5.71
28226
4943.4
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1.07
6282
5877.45
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
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1.11
9912
8953.95
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)
5.76
35618
6183.75
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.
-
-
-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.23
1712
7542.4
Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns
34.59
9072
262.3
FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
7.38
3711
502.85
Edges of slabs and breaks in floors and walls Above 20 cm wide
25.95
6287
242.3
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
76
6023
79.25
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
93.3
7720
82.75
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
90
1719
19.1
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)
15
4637
309.15
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
700
3145
4.49
Labour for cleaning of site with malba and making approach path 8 no for 1 day
8
4024
503
Labour for fixing of and lay for barbed wire and concertina coil 6 nos angle Y to be paid as per actual
-
-
-
1 labour for 1 day
1
666
666
2 labour for 1 day
2
1006
503
Carriage of material by MT
-
-
-
Cement (from Jammu to site of work 50 km)
2.45
1326
541.39
Sand ( from nagrota to site of work 25km)
5.65
2220
393.02
Stone Aggregate (Surinsar to site of work 40km)
7.25
3789
522.62
Brick (from Akhnoor to site of work 60km)
3436
6356
1.85
Steel (Bd. Bari Jammu to site of work 50km)
0.17
92
541.39
Evaluation Notes How It Works ?
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