Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date5 Mar 2024
Closing Date18 Mar 2024
Tender Amount₹ 1,36,21,691
Costs
EMD
₹ 2,72,434Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SAMC_48171_1Tender No
38/EE/DIV-I/AMC/2023-24Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://agartalacity.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying dry brick on edge flooring in required pattern complete.
1668.6
1736345
1040.6
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size).
94.18
936047
9938.6
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.26
2942
11355.7
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
114.44
1381673
12073.8
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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: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
86.69
1153453
13305.8
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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 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size).
36.12
490672
13584.5
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
26879.95
2792827
103.9
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Centering shuttering including struttings, propping etc. and removal of form work for:(a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
72.24
24121
333.9
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Centering shuttering including struttings, propping etc. and removal of form work for:(b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
1444.8
716765
496.1
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Centering shuttering including struttings, propping etc. and removal of form work for:(c) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
297.99
217384
729.5
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First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.58
5752
9845.2
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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.44
1889
1311.8
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12 mm cement plaster of mix: Cement mortar 1:4 (1 cement : 4 fine sand).
0.6
135
224.2
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Neat cement punning.
1.5
85
56.8
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Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer using steel etc. complete as required:- In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
5158.13
734001
142.3
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Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face
complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
19.44
7624
392.2
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leaning and excavation of slush/liquid soil, silt etc. From the existing drain bed in/cl requered lift & iead directly upto Hapania dumping ground or any other suitable place by mechanical means as per direction of the Engg-in-charge. (Approved Rate)
108.36
53638
495
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Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate WBM Grading - 2
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405.
(A) By Manual Means
139.05
1033962
7435.9
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Prime Coat
ii) Medium porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
1854
168158
90.7
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Tack Coat
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
1854
43198
23.3
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20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. Case-I: By manual means i) Bitumen of VG-30
1854
624427
336.8
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eal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
1854
282364
152.3
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