Department Of Housing And Urban Affairs Tender
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Costs
EMD
₹ 2,16,000Document Cost
₹ 2,200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_DHUA_26915_1Bid Award Id
ViewTender No
CE/H and UA/17/PT-III/22-23/18, date07/09/2022Tender Authority
Department Of Housing And Urban Affairs ViewPurchaser Address
-Website
http://assamtenders.gov.in
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Documents
BOQ Items
Bamboo Palisiding
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Single bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia. Closely packed & driven including fitting, fixing with half 2nd class bamboo (ati or Bethua) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood in the spur as per drawings and technical specifications. Driven at least 900 mm below ground and 1800 mm above
ground.
633.56
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Supplying, filling and laying in loose with Geo-textile
bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400GSM manufactured from polyster / polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per itechnical specifications and as directed. a)with boat:252 bags per layeriFor 10 layers.
1209
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Excavating, supplying and filling of local earth including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
403.9
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For Embankment
777.6
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Additional Lead beyond 5 km upto 10km-Additional rate per km-(Total Lead 9km) ( Here 10-5=5)
1181.5
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Providing and laying of boulder apron laid in wire crates with 4 mm dia Glwire conforming to lS:280 and lS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 /150MM thick in 2layers
332.62
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Every Additional Lead of 50m or part hereof beyond 50 mtrs upto 9 such additional leads-Total extra leads:8 nos @Rs.55.09
332.62
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Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.lsA 50x50x4(26.60 kg/rm):
21Pcs.1 .8m
202.5
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of engineer in charge
75
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering,- Allwork up to plinth level 4.1 .5 1 :3:6 (1 Cement : 3 coarse sand (zone-lll)
derived from natural sources : 6 graded stone aggregate20 mm nominal size derived from natural sources).
0.9
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Iron Square Bar Railing
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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 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
18.39
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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 etc. as required.
10.25.1 In stringers, treads, landings etc. of stair cases, including
use of chequered plate wherever required, all complete
14624.48
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Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :
13.48.3 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
715.05
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Walkway Paver block
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Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical
Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)
185
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Clearing and grubbing road land including uprooting wild vegetation, grass,
bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of
such trees cut earlier and disposal of unserviceable materials and stacking of
serviceable material to be used or auctioned, upto a lead of 1000 m including
removal and disposal of top organic soil not exceeding 150 mm in thickness as
per Technical Specification Clause 201.
(i) By Manual Means
(a) In area of non thorny jungle
0.07
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Construction of subgrade and earthen shoulders with approved material obtained
from borrow pits with all lifts and leads, transporting to site, spreading, grading to
required slope and compacted to meet requirement of Table 300.2 with lead upto
1000 m as per Technical Specification Clause 303.1.
i) Private Land
358.38
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(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place
method with rotavator at OMC, and compacting with smooth wheel roller to
achieve the desired density, complete as per Technical Specification Clause
401.
(i) For Grading I Material
88.8
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Backfilling behind abutment, wing wall and return wall complete as per
drawings & technical specification Clause 1204.3.8
ii Sandy material
29.6
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WBM Grading 1
Using stone screening Type-A 13.2 mm for Gr.I
Providing, laying, spreading and compacting stone aggregates of specific sizes
to water bound macadam specification including spreading in uniform thickness,
hand packing, rolling with three wheel 80-100 kN static roller in stages to proper
grade and camber, applying and brooming, stone screening/binding materials to
fill-up the interstices of coarse aggregate, watering and compacting to the
required density Grading 1 as per Technical Specification Clause 404.
A By Manual Means
22.2
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Providing and laying interlocking concrete block pavement with M40 grade grade
of concrete blocks having thickness 80mm as per technical specification clause
1504 complete including carriage.
a) Including Edge block/ Edge restraints
592
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
27.75
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Lime colour of the peables/small boulders (4'')
1
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Site preparation
1
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RCC Bench
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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 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
23.49
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Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :
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)
2.03
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Centering and shuttering including strutting, propping etc. and removal
of form work for :
4.3.3 Columns, piers, abutments, pillars, posts and struts
172.35
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Providing and laying in position specified grade of reinforced cement
concrete, excluding the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources)
18.45
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Centering and shuttering including strutting, propping etc. and removal
of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass
concrete
3.48
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
1948.95
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Supplying and stacking at site.
16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm
3.24
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15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.2 1:6 (1 cement: 6 fine sand)
157.5
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Providing and laying Polished Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including
rubbing, curing and polishing etc. all complete as specified and as
directed by the Engineer-in-Charge.
11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby
Red or equivalent
30.6
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Painting on the bench
15
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Painting
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Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
231
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Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and
manufacture, including applying additional coats wherever required, to achieve even shade and colour.
13.82.2 Two coats
231
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Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
90
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Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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
180
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Service Connection & Outdoor Lighting
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Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
Group C Point
4
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Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
25mm
100
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32mm
150
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50mm
50
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Supplying and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 kv grade soild aluminium conductor standred conductor, XLPE insulated, crores laid up, PVC tape inner sheathed, Armour, extruded PVC type ST2 sheathed, 650/1100v grade as per IS 7908 (Part 1) 1988 armoured U.G cable including connection etc as specified and directed by the deptt.
a.6.00 sq. mm 2 crore aluminium armoured U.G cable
420
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b.16.00 sq. mm 4 crore aluminium armoured U.G cable
170
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Laying of one number PVC insulated and PVC sheathed I XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 sq. mm
50
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed XLPE aluminium conductor cable of 1.1 KV
grade as required.
2 X 6 sq. mm (19mm)
36
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4 X 16 sq. mm (28mm)
16
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SITC Of Following way Horizontal Type Thrre Pole and neutral Sheet steel ,MCB Distribution Board,415V,on surface /Recesed completed with TINNED Copper Bus bar Neutral Bus-bar,earth bar,DIN Bar, Interconnections ,Powder Painted Including Earthing Etc as required but without "MCB/RCCB/lsolator" 4 Way(4+12) double
door
3
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Supplying, installing, testing and commissioning of following capacity TPN tap off box I plug-in box made of l.6mm thick sheet steel enclosure duly painted with powder coating on existing overhead bus bar system complete with TPN disconnector FSU and HRC fuses, connections, earthing etc. as
recuired.
63 A
1
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Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Double pole
40
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Triple pole and Neutral
3
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Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V "C" curve DP MCB complete with connections testing and commissioning etc. as reauired.
12
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Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1.7.12 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Metre
120
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Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
5
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Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (But without charcoal/ coke and salt ) as required.
2
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Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.
300
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SITC of LED RGB/RGBW Flood Lighting Luminaries Facad Lighting with Die-cast Aluminium Housing ,Powder Coated finish of Following Wattage Lumineare shall be capable of Producting Dynamic colour Changing Light
8
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Supplying, installation, testing and commissioning of the following flood light of LED luminaries complete with all accessories as required complete with necessary support with 2.5 sq.mm. P.V.C. insulated S.C. copper conductor as required and as directed by the department. Khaitan make 100 Watt LED Luminaries for Flood Light.
8
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Supplying including installation of the Octagonal poles with double arm shall be designed to withstand the maximum wind speed of 169 km/hr. The top loading i.e. area and weight of fixtures are to be considered to calculate maximum deflection of the poles and the same shall meet the requirement of BS:5649 Part VI 1982. The pole shaft shall have octagonal cross section and shall be continuously tapered with single longitudinal welding. (Nezone make) ,Height 8 Mtr as directed and specified by the Deptt.
4
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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 1.5 m, as directed by Engineer-in charge.
All kinds of soil
6
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
0.96
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Centering and shuttering including strutting, propping etc. and removal of form work for
Foundations, footings, bases for columns
9.6
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Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered):
Depth not exceeding 1.5 m
9.6
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18 mm cement plaster in two coats under layer 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).
9.6
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Supply, Installation, Testing and Commissioning of Waterproof Adjustable Outdoor Garden LED Light ( 5 Watts Green )
30
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Supply, Installation, Testing and Commissioning of Phillips Arbour Pedestal Light Outdoor ,PH1184(For Gate Lighting)
4
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Meter Security,Meter Cost ,Load Security Payable To APDCL for 5KW Load with supervision charges etc
5
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Tiles Installation
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Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) 11.19.2 Medium shade pigment using 50% white cement, 50% ordinary cement sqm
12.84
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Boundary Wall
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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.
10.59
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand)
15.95
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Half brick masonry 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.
6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
22
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12 mm cement plaster finished with a floating coat of neat cement of
mix :
13.7.2 1:4 (1 cement: 4 fine sand)
33.28
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15 mm cement plaster on rough side of single or half brick wall of
mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
28.74
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16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.1 Made of G.I. wire of dia 4 mm sqm 859.50
23.29
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
13.60.1 Two or more coats on new work
57.48
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Providing and laying in position specified grade of reinforcedcement
concrete, excluding the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.76
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Centering and shuttering including strutting, propping etc. and removal
Lintels, beams, plinth beams, girders, bressumers and
46.09
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Steel reinforcement for R.C.C. work ncluding straightening, cutting, bending, placing in position and binding all complete .
Thermo-Mechanically Treated bars of grade Fe-500D or more.
488.4
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GATE
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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.
4.69
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand)
4.94
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12 mm cement plaster finished with a floating coat of neat cement of
mix :
13.7.2 1:4 (1 cement: 4 fine sand)
18.36
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Colour washing such as green, blue or buff to give an even shade :
13.39.1 New work (two or more coats) with a base coat of white
washing with lime.
8.48
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Finishing with Deluxe Multi surface paint system for interiors and
exteriors using Primer as per manufacturers specifications :
13.48.3 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
16
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Providing and laying in position specified grade of reinforcedcement
concrete, excluding the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1.61
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Centering and shuttering including strutting, propping etc. and removal
Lintels, beams, plinth beams, girders, bressumers and
13.47
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Steel reinforcement for R.C.C. work ncluding straightening, cutting, bending, placing in position and binding all complete .
Thermo-Mechanically Treated bars of grade Fe-500D or more.
392.42
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Plantation
1
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Sign Board
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Angle iron 35mm x 35mmx 5mm
118.44
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Iron Plate 18 gauge ( 10 kg/ sq.m.)
31.5
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
With Crushed Stone
iv) RCC Grade M 25
i) For height upto 5.0 m
0.5
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Flex Printing & pasting at site L. S.
7
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Welding Charge L.S.
7
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Painting charge with paint L.S.
7
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Adding Normal Site preperation
7
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Adding Carrying charge L. S.
7
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Operation & Maintanance in future years
1
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Evaluation Notes How It Works ?
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