Welfare Of Plain Tribes And Backward Classes Department Tender
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Refer Documents
Description
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Contact
Tender Id
2024_WPTBC_37896_1Bid Award Id
ViewTender No
PTDC/Engg/2023-24/215Tender Authority
Welfare Of Plain Tribes And Backward Classes Department ViewPurchaser Address
-Website
http://https://assamtenders.gov.in/
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Documents
BOQ Items
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11.2 Dry brick on edge flooring in required pattern with bricks of class
designation 7.5 on a bed of 12 mm mud mortar, including filling joints
with Jamuna sand, with common burnt clay non modular bricks.
50.94
-
733.3
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4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :
4.1.5 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)
4.98
-
6833.4
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5.1 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)
22.62
-
8364.2
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5.2 Reinforced cement concrete work in walls (any thickness), including
attached pilasters, buttresses, plinth and string courses, fillets, columns,
pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and
reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources)
9.16
-
10185.05
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5.22 Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
5.22.5 Hard drawn steel wire fabric
1711.97
-
94.1
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5.22A Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.
5.22A.5 Hard drawn steel wire fabric
4889.17
-
94.1
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5.9 Centering and shuttering including strutting, propping etc. and removal
of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass
concrete
55.77
-
307.95
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5.9 Centering and shuttering including strutting, propping etc. and removal
of form for
5.9.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers
97.5
-
608.35
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5.9 Centering and shuttering including strutting, propping etc. and removal
of form for
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
114.07
-
804.25
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6.13 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.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
71.24
-
1018.05
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10.2 Structural steel work riveted, bolted or welded in built up sections, trusses
and framed work, including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer all complete.
4015.44
-
78.2
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13.2 15 mm cement plaster on the rough side of single or half brick wall of
mix :
13.2.1 1:4 (1 cement: 4 fine sand)
311.31
-
339.7
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13.42 Distempering with 1st quality acrylic distemper (ready mixed) having
VOC content less than 50 gms/litre, of approved manufacturer, of
required shade and colour complete, as per manufacturer's
specification.
13.42.1 Two or more coats on new work
311.31
-
92.75
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13.44 Finishing walls with water proofing cement paint of required shade :
13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
311.31
-
97.6
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13.50 Applying priming coat:
13.50.3 With ready mixed red oxide zinc chromate primer of
approved brand and manufacture on steel galvanised iron/
steel works
125.58
-
55.5
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13.48 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
125.58
-
140.05
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5.22A Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
371.41
-
89.65
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5.9 Centering and shuttering including strutting, propping etc. and removal
of form for
5.9.21 Lintels, beams, plinth beams, girders, bressumers and
cantilevers with water proof ply 12 mm thick
5.25
-
699.45
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5.1 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 :
5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size de
rived from natural sources)
2.76
-
7945.65
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6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
0.41
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6882
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13.6 20 mm cement plaster :
13.6.2 1:6 (1 cement : 6 coarse sand)
8.96
-
401.35
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13.85 Applying priming coats with primer of approved brand and
manufacture, having low VOC (Volatile Organic Compound ) content.
13.85.3 With water thinnable cement primer on wall surface
having VOC content less than 50 grams/litre
8.96
-
64.45
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13.60 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
8.96
-
137.85
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10.1: Supplying fitting and fixing double leaf heavy duty iron gate etc. complete.
322.4
-
93.05
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(3.4(i)): Construction of embankmebt with materials obtain from borrow pits, with initial lead up to 1.5m, transporting to site, spreading, grading required slop and compacting to meet requirement of table 300.1 & 301.5
(i) Private Land
As per statement 1
9092.41
-
228.5
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9.1: Excavation for Structures
Earthwork in excavation for foundation of structures upto 3 m depth as per
drawing and technical specification Clause 1104 includding setting out,
construction of shoring and bracing, removal of stumps and other deleterious
matter, dressing of sides and bottom and backfilling with approved material.
Rate as per item No.11.1 of Chapter 11
17.85
-
113
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11.4 Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203
A With crushed Stone
I P.C.C grade M 10
Nominal mix 1:3.6 (Hand mixing)
1.68
-
5378.8
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9.2 Bedding of pipe
(A) Type A (Concrete Cradle) Bedding
i) Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
Rate as per Item No.11.4 (II)(i) of Chapter 11
1.08
-
5216.1
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11.5 Brick masonry work in cement mortar in foundation complete excluding
pointing and plastering as per drawing and technical specifications
Clauses 600, 1202 & 1203
I. Brick masonry in 1:3 cement mortar
16.07
-
6807.3
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9.3 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
1000 mm dia
5
-
6891.9
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12.3 Plastering with cement mortar (1:4), 15 mm thick on brickwork in
substructure as per technical specification Clauses 613.4 & 1204
18.06
-
1295.7
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14.1 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical
specifications Clause 1301
5.4
-
1646.8
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1.9 Loading and Unloading of Hume Pipes
B Unloading of RCC Hume pipe by manual means including a lead upto 30 m
(i) 1000/1200 mm dia RCC Hume pipes
2
-
460.8
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3.14 Construction of Subgrade and Earthen Shoulders
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
149.74
-
300.6
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4.1 Granular Sub-base with Well Graded Material (Table 400.1)
(Only for PMGSY work)
(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
28.13
-
1546.2
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4.7 Water Bound Macadam Sub-base/base
(Only for PMGSY work)
III WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
A By Manual Means
14.06
-
2867.8
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6.7 Inter locking concrete Block pavement
(A) Interlocking pavement block
(i) 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
187.5
-
1027.5
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