Urban Affairs Department Tender
View complete overview of Meghalaya Urban Affairs Department Tender
Urban Affairs Department Tender
Eprocure
Opening Date22 Mar 2024
Closing Date17 May 2024
Tender Amount₹ 16,97,05,212
Costs
EMD
₹ 33,94,104Document Cost
₹ 16,000Tender 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
2024_UAD_1548_1Bid Award Id
ViewTender No
DUA(U)TECH/65/2023/9Tender Authority
Urban Affairs Department ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Earthwork in excavation by manual means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal Of surplus earth with all lead and lifts as directed and
specified for the following classification of soils. b) ln ordinary rock (soft rock/ medium rock/ hard shale)
2569.81
1131247
440.21
Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils. (a) All kinds of soil
636.13
171128
269.02
Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5 in (a) With available excavated earth
636.21
95383
149.93
Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5 in (b) With borrowed earth/stone dust carriage up to 5 Km
27200
8502992
312.61
Earth work in excavation by manual/ mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 in in width as well as 10 sqm on plan) including getting out
and disposal of excavated earth lead up to 50 in and lift up to 1.5 in, as directed by Engineer-in-charge. a) All kinds of soil
60
13206
220.1
Stonework
-
-
-
Providing regular stone masonry in retaining walls etc. with coursed, hammer dressed or blunt chisel dressed stones Of heavy section not less than 25x25x30 cm with proper key stone each not less than 25x25x75 cm long sct in cement mortar 1 :6 (1 cement: 6 sand) including filling Of trenches and providing of weep holes at 1.20 to 1.50 metres apart staggered.
93.44
547345
5857.72
Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (b) Stone soling; (i) 100 mm
11541.06
5092724
441.27
Plain cement concrete
-
-
-
Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
704.09
5690556
8082.14
Providing and laying cement concrete in retaining walls ctc and all works above plinth level such as pilasters, columns, pillars, posts, struts, buttresses, parapets, coping, plaln window sills, fillets, sunken flcor etc,, up to first floor level, excluding the cost Of centering, shuttering and finishing. (a)1 :3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)
199.03
1745538
8770.1
Reinforcement Work
-
-
-
Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)
6901.11
80247825
11628.25
Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thiek as per design for expansion joints. (a) 200mm wide
4410
3188624
723.04
Shuttering
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete (using steel).
593.9
158505
266.89
Columns, Pillars, Piers, Abutments, Posts and struts (using steel).
293.28
189913
647.55
Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel).
1694.33
875567
516.76
Slabs, roofs, landings, balconies and access platform, shelves (using steel).
810.96
500992
617.78
Centering and shutterlng lncludlng struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge.Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel)
1388.5
723432
521.02
Reinforced cement concrete work
-
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as
per approved design mix, including pumping Of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in
recommended proportions as per ls: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineerin-
charge. (a) All works up to plinth level
1179.35
13106838
11113.61
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as
per approved design mix, including pumping Of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in
recommended proportions as per ls: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineerin-
charge. (b) All works above plinth level up to first floor level
2853.58
33440068
11718.63
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level: (a) M15 or Prop.1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
63.92
588450
9206.05
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor
level, excluding cost of centering, shuttering, finishing and reinforcement: (a) M15 or Prop.1 :2:4 (1 cement: 2 coarse sand: 4 graded stone
aggregate 20 mm nominal size)
15.7
154381
9834.46
Reinforced cement concrete work in beams, slabs, 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 first flcor level, excluding the
cost of centerlng, shuttering, finishing and reinforcement. (a) M15 or Prop.1 :2:4 (1 cement: 2 coarse sand: 4 graded stone
25.38
260609
10268.29
Extra for providing richer mixes. c)Providing M-40 grade concrete
980
306357
312.61
Brick Work - Providing and laying autoclaved aerated cement block masonry with 150 mm/ 230mm/ 300 mm thick AAC blocks in super structure above plinth level up to first {loor level with PCC band at sill level and lintel level with approved block laylng polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of PCC band and reinforcement shall be made for separately).
121.59
768060
6317.07
Wood Work
-
-
-
Providing wood work in frames Of doors, windows, clerestory windows and other frames, wrought trained and fixed in position with hold fast lugs or with dash fasteners of required diameter & length. (a) With lst class Local wood; (i) Pooma/ Hollock/ Gamari/ and the like
1.91
173333
90750.53
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) (c) With lst class Local wood; (I) Pooma/ Hollock/ Gamari/ and the like; (i) 35 mm thick shutters
115.4
294614
2552.98
Steel work
-
-
-
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 TATA make Rectangular/ Square Hollow section of Grade YST-310 conforming to I.S. Specification : 4923- 1997
9424.17
2635450
279.65
Providing and fixing hand rail of approved size bywelding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. (a) M.S tube
278.83
78567
281.78
Providing, fitting and fixing steel windows (includingventilators) of standard rolled steel sections as per relevantI.S. Code, joints mitred and welded with 15x3xl00 mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65 mm and not less than 15 mm wide) bolting device, steel handles, pegs, stays of 300 mm long etc. complete including providing 12xl2 mm square bars duly welded to steel frame at not more than 12 cm c/c applying a priming coat of red-lead1 1 .24 paint etc. complete as per drawing. 9a) openable
60.7
254361
4190.47
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: (a) 4.0 mm thick glass panes
60.7
74094
1220.67
Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat Of approved steel primer using structural steel eta. As required. (a) ln stringers, treads, landings etc. of stair cases, including use Of chequered plate wherever reqilired, all complete
17.16
2481
144.61
Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat
Of approved steel primer using structural steel eta. As required. (b) ln gratings, frames, guard bar, ladder, railings, brackets, gates
557.23
75840
136.1
Providing and fixing pre-coated galvanised iron profile sheets (size, shape and pitch Of corrugation as approved byEngineer-in-charge) 0.50 mm(+O.05 a/o) total coated thickness
with zinc coating 120 grams per sqm as per ls:277, in 240 Mpa steel grade, 5-7 microns epoxy primer on both side Of the shect 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 length up to 12 mcter or as desired by Engineer-incharge. The sheet shall be fixed using selfrdrilling/ selftapping screws of size (5.5x55 mm) with EPDM seal, complete up to any pitch in horizontav vertical or ciirved surfaces, excluding the cost of purlins. rafters and trusses and including cutting to size and shape wherever required.
436
324519
744.31
Providing and fixing pro-coated galvanised steel sheet rcofing accessories 0.50 mm (+0.05 a/a) total coated thickness, Zinc coating 120 grams per sqm as per ls:277, in 240 Mpa Steel grade, 5-7microns epoxy primer on both side Of the shect and polyester top coat 15-18 microns using self-drilling/ selftapping screws complete: (a)Ridges plain (500-600mm)
305.25
139241
456.16
Plastering & Painting
-
-
-
18 mm cement plaster in two coats underlayer 12 mm thick cement plaster 1 :5 (1 cement: 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement: 6 fine sand).
798.3
292847
366.84
6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified selfcuring mortar Of approved make as per the direction Of Engineer-ln-Charge.
1795.63
624338
347.7
Applying one coat of water thinnable cement primer of
approved brand and manufacture on surfaces:
3045.13
181322
59.55
Wall painting with acrylic emulsion pain of approved brand and manufacture to give an even shade: New work (two or more coats)
3045.13
339979
111.65
(c) Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture (MF=1.5)
109.32
13483
123.34
Neat cement punning.
991.2
52697
53.17
Painting with synthctic enamel paint of approved brand and manufacture of required colour to give an even shade: (a) New work (two or more coats over an under coat of suitable shade with ordinary paint Of approved brand and manufacture)
16.54
2726
164.81
Flooring and Tiles Work
-
-
-
Plain cement concrete floor base in prop 1 :3:6 laid in alternate bays as specified with coarse aggregate Of size 13 mm to 32 mm including dewatering if necessary, and curing etc. complete. (a) 35 mm thick in prop 1:3:6
448.76
174643
389.17
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, complcte. (a) 25mm thick
1105.55
440824
398.74
Providing and laying vitrified floor tiles in different sizes (thickness to be specif led by the manufacturer) with water absorption less than O.08°/o and conforming to ls:15622, of approved make, in all colours and shades laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc, complete. (a) Size ol Tile 500x500 mm
393.35
655814
1667.25
Providing and fixing lsI quality ceramic glazed wall tiles conforming to ls:15622 (thickness to be specified by the manufacturer), of approved make, in all colours and shades of any size as approved by Engineer-in-Charge, in walls, skirting, risers of steps and dados, over 12 mm thick bed Of cement mortar 1 :3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment Of matching shade complete. (a) Normal range
52.66
74191
1408.87
Providing Vitrified Antiskid Tiles of approved quality size, shape not less than 8 mm on floor, skirting over a cement mortar bed 15 mm thick of 1:3 (1 cement: 3 coarse sand) complete at all level as specified and directed. (a) Normal range
56.63
124523
2198.9
Providing and laying vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 a/a and conforming to ls:15622, of approved make, jn all colours and shade, in skirting, riser of steps, over 12 mm thick bed Of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete. (a) Size of Tile 500x500 mm
233.58
393907
1686.39
Fencing - Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia. 10 in openable length (total length 90 in), having 50 nos. rounds per 6 in length, up to 3 in height of wall with existing angle iron 'Y. shaped placed 2.4 in or 3.00 in apart and with 9 horizontal P.B.T. reinforced barbed wire, stud tied with G.I. staples and a.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-incharge, with reinforced barbed tape (Pl.B.T.)/ Spring core (2.5 mm thick) wire Of high tensile strength of 165 kg/sq.mm with
tape (0.52 mm thick) and weight 43.478 gin/in (cost of M.S. angle, C.C. blocks shall be paid separately).
282
127136
450.84
Electrification (Internal)
-
-
-
a) Ground Floor
677.5
2326125
3433.4
b) First Floor
221.75
806626
3637.55
Water supply & Sanitary installation
1
1494591
1494591.14
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements