Indian Army Tender
View complete overview of Manipur OSCC Tender
Costs
EMD
₹ 12,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Pavement And Waiting Shed
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_ARMY_675051_1Bid Award Id
ViewTender No
A/SAD/IGAR(E)/22SECT/16/24-25Tender Authority
Indian Army ViewPurchaser Address
-Website
http://https://www.indianarmy.nic.in/home
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Reinforced cement concrete work in beams, susupended floors, roofs having slope up to 15° landings balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering , finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources).
Lenght of slab = 3.46 + 2 x 2.33 - 2 x 0.60 = 6.92 M
0.42
-
-
Centering and shutttering including strutting, propping etc. and removal of form for shelves (Cast in situ)
4.15
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls under 20 cm wide L=3.46 + 2.33 x 2 = 8.12M
8.12
-
-
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more
L = 3.46 M, Nos = 0.83/0.15 + 1 = 07
L = 0.83 M, Nos = 3.46/0.15 + 1 = 24
L = 2.33 M, Nos = 0.83/0.15 + 1 = 07
L = 0.83 M, Nos = 2.33/0.15 + 1 = 17
41.78
-
-
Brick work with common burnt clay F.P.S ( non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) L = 2x3.46 + 2x2.33 = 11.58M
Ht = 0.60+0.45 = 1.05M
2.8
-
-
Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in supersturcture abovde plinth level up to foor V level in all shapes and sized in Cement mortar 1:4 ( 1 cement : 4 Coarse sand) L = 1 x 3.46 + 2 x 2.33 - 0.23 = 7.89M + 4 x 0.23 = 6.97M
3.26
-
-
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete using Hot finished welded type tubes
L = 3.46 + 0.45 x 2 = 4.36M
Nos = 3.38/1.80 + = 03 Nos
74.46
-
-
Providing and fixing bolts including nuts and washers complete. 20 mm dia and 300mm long 150 x 150 mm base plate and 8mm thick
47.2
-
-
Cement concrete flooring 1:2:4 (1cement : 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 having 40 mm thick with 20 mm nominal size stone aggregate
6.3
-
-
Providing and laying in position cement concrete of 1:4:8 (1 cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40mm moninal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level
0.47
-
-
Providing and fixng precoated galvanised iron profiel sheets (size, shape and pitch of corugation as approved by engineer-in-charge) 0.50mm (+ 0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steelgrade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single lenght upto 12 metre or as desired by Engineer-in-charge. Teh sheet shall be fixed using self drilling/ self tapping screws of size (5.5 x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding these cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
14.74
-
-
Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand)
1.13
-
-
20mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) Brick pillar Ht = 2.75-0.70 = 1.95M Steps Walls L = 3.00 + 2 x 2.10 = 7.20M
Ht = 0.75 + 0.75 +0.23 = 1.73M Wall out L= 3.46 + 2x2.33 + 2x0.23= 8.58M
H = 0.75+0.75+0.45 = 1.95M
Brick pillar under shelves Shelves L = 3.00+2x2.10-2x0.60= 6.00M
54.42
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to five and even shade on New york (two or more coats) over and including water thinnable priming coat with cement primer Deduct Steps
Out Wall
Shelves top surface
30.04
-
-
Finishing walls with water proofing cement paint of required shade on New work (Two or more coats applied @ 3.84 Kg/ 10Sqm)
16.73
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted wiht fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. L = 2(3.46+2 x 0.75) + 2(2.33 + 0.75) = 16.08M
12.06
-
-
Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.5m, as directed by Engineer-in-charge in all kinds of soil
82.8
-
-
M & L hardcore of guage n exc 63mm deposited spread, levelled in layers n exc 15cm thick watered and well rammed to a true surface
6.9
-
-
Providing and laying in position cement concrete of 1:3:6 (1 Cement : 3 Coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth work
5.18
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements