Public Works Department Tender
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Costs
EMD
₹ 13,198Document 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_CEDWS_15214_1Bid Award Id
ViewTender No
DNIeT No_114/EE/DWS/KD/2020-21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
... More
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.
All kinds of soil
5
-
169.5
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
All kinds of soil
85
-
120.3
... More
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
5
-
887.5
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering
All works upto plinth level:
4.1.5) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone
aggregate 20 mm nominal size)
5
-
9872.1
... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement
All work upto plinth level:
5.1.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
1.5
-
10758.1
... More
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 floor five level excluding the cost of centring, shuttering, finishing and reinforcement.
5.3.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
7.5
-
11888.3
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing
and reinforcement.
5.2.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
5.5
-
11575.5
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
5.19.4) Thermo-Mechanically Treated bars of grade Fe-500D or more
4100
-
78.2
... More
Centering shuttering including struttings, propping etc.
and removal of form work for
5.8.5.1) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
70
-
385.2
... More
5.8.6.1) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
136
-
483
... More
First class brick work in foundation and plinth including cost of all materials as required complete
6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
35
-
8888.4
... More
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete
6.3.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
4.5
-
10136.49
... More
12 mm cement plaster of mix
12.1.1) Cement mortar 1:3 (1 cement : 3 fine sand)
153
-
190
... More
6 mm cement plaster of mix
12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
4
-
144.5
... More
Neat cement punning.
153
-
45.1
... More
Providing and laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment,wing wall,return wall to the full height,compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8
Boulder apron laid dry without wire crates.
70
-
2116.9
... More
Providind and laying boulder apron on river bed for protection against scour with stone boulder weighing not less than 40 kg each complete as per drawing and MoRT&H Technical specifications clause 2503
8
-
3177.4
... More
Providing fitting fixing 150 mm dia pulley for lifting of water in/c necessary welding,clamping etc. as per direction of Engineer-In-Charge.
8
-
444.5
... More
Construction of surface drain 250 mm wide,150 mm deep and 125 mm side walls with 2nd class brick masonry work 1:4(1cement:4 river sand) on 100 mm thick cement concrete bed of mix 1:5:10 (1 cement:5 river sand : 10 jhama aggregte 40 mm nominal gauge ) and cement concrete 1:2:4 (1 cement: 2 river sand : 4 jhama aggregate 12.5 mm nominal gauge ) in drains in/c finishing with 12 mm thick cement plaster 1:3(1cement: 3 river sand)with a floating coat of neat cement finish complete as per standard design.
2.5
-
353.7
... More
Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge.
70.65
-
812.8
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