Assam Rifles Tender
View complete overview of Manipur Assam Rifles Tender
Costs
EMD
₹ 1,33,635Document Cost
₹ 1,000Tender Fee
Refer Documents
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
2021_ARMHA_663662_1Bid Award Id
ViewTender No
SPR/Engr/2021-22/21Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Construction of PFTS ( 15m x 8m) for SM Bk, PFTS (9m x 8m) for OJL, PFTS (15mx8m) for CH AND DH, PFTS (7.02 m x 2.20m) for Toilet block , PFTS (2.40mx 2.40m) for Sentry Post and Water tank staging at COBs and TOBs of AR Bns under 26 Sect AR.
Construction of PFTS ( 15m x 8m) for SM Bk, PFTS (9m x 8m) for OJL, PFTS (15mx8m) for CH and DH, PFTS (7.02 m x 2.20m) for Toilet block , PFTS (2.40mx 2.40m) for Sentry Post and Water tank staging at COBs and TOBs of AR Bns under 26 Sector Assam Rifles.
BOQ Items
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete for Ridges plain (500 - 600mm).
110
-
-
Providing and laying brick work with common burnt clay FPS ( non modular) bricks of class designation 7.5 in foundation and plinth with cement mortar (1:6).
29.81
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
706.51
-
-
SCHEDULE ‘A’ PART-II (CONSTRUCTION OF PFTS SHELTERS)
-
-
-
Errection of PFTS shelter (Size -15x8m) for SM Bk , including all labour charges, Nut –Bolts etc and one coat of red oxide primer.
16
-
-
Errection of PFTS shelters (Size -15x8m) for Cook House/Dining Hall, including all labour charges, Nut –Bolts etc and one coat of red oxide primer.
2
-
-
Errection of PFTS shelters (Size -9x8m) for OJL shelters, including all labour charges, Nut –Bolts etc and one coat of red oxide primer.
4
-
-
Errection of PFTS shelters (Size -7.02 x 2.20m) for Toilet block, including all labour charges, Nut –Bolts etc and one coat of red oxide primer.
8
-
-
Errection of PFTS shelters (Size -2.40x2.40m) for Sentry Post, including all labour charges, Nut –Bolts etc and one coat of red oxide primer.
8
-
-
Errection of Water Tank Staging, including all labour charges, Nut –Bolts etc and one coat of red oxide primer.
14
-
-
SCHEDULE ‘A’ PART-III (SITE DEVELOPMENT)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge in all kinds of soil.
3836.1
-
-
SCHEDULE ‘A’ PART-IV (50 USERS SEPTIC TANK-08 Nos)
-
-
-
Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth upto 50m and lift upto 1.5m in all kind of soil.
127.2
-
-
Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means in foundation trenches ( not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m for all kinds of soil.
73.12
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all work upto plinth level 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregates 40 mm nominal size).
8.16
-
-
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand)
20.64
-
-
Providing and laying up to plinth level reinforced cement concrete and the like, excluding the cost of centering , shuttering, finishing and reinforcement with 1:1.5:3 ( 1Cement : 1.5 Coarse sand : 3 graded stone aggregates 20 mm nominal size) in baffle wall.
5.92
-
-
Providing and hoisting and fixing up to floor five level precast reinforced cement concrete work in Manhole chamber slab including cost of centering, shuttering but excluding cost of reinforcement with (1:2:4) mix with 20 mm nominal size graded stone agg.
0.48
-
-
Centering and shuttering including strutting, propping etc and removal of form for suspended floors, roof slab.
62.4
-
-
Centering and shuttering including strutting, propping etc and removal of form in sides of roof slab.
88.8
-
-
Steel reinforcement for RCC work including straightening, cutting, bending placing in position and binding all complete (TMT bars)
645.68
-
-
Providing and laying 20 mm thick Cement plaster 1:3 (1 Cement : 3 Coarse sand) finished with a floating coat of neat cement.
143.6
-
-
Providing and laying 15 mm thick Cement plaster 1:4 (1 Cement : 4 Coarse sand) on rough side of single or half brick wall. (Out Side)
17.76
-
-
Providing and mixing water proofing materials in cement concrete work in doses by weight of cement as per manufacturers specification
112
-
-
SCHEDULE ‘A’ PART- V (SOAKAGE PIT AND CHAMBERS)
-
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse
sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design, inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions,with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
24
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey
comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
8
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements