District Magistrate Tender
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District Magistrate Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Nov 2024
Closing DateCancelled
Tender Amount₹ 36,77,478
Costs
EMD
₹ 73,550Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Premix Road From Telengajote Pmgsy To Khoribari Model School With 2 Noss 1.5m Span Culvert, Bagulagahi Mauza Buraganj G.p.
Description
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Contact
Tender Id
2024_DMD_775558_2Tender No
12/BCW/SLG/2024-25, Dt.28/11/2024 (2nd Call)Tender Authority
District Magistrate ViewPurchaser Address
-Website
http://wbtenders.gov.in
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BOQ Items
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).2nd layer i) Grade-IIAggregate (45 mm to 35 mm) Using Stone Screening TypeB (11.2 mm) GRADE_2
382.5
1787
683795.25
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for
5100
31
162741
Providing , laying& rolling of Open- graded premix surfacing of 20mm thickness composed of 13.2mm (@0.018m3/m2) and 11.2mm(@0.009m3/m2) size stone aggregates i/c thoroughly cleaning of the surface, screening ,cleaning & pre-heating stone chips and fully pre coating the same either using viscocity grade paving bitumen or cut-back or emulsion,carrying the mxture by tipper tracks or by any other suitable arrangements,laying the mixture uniformly over the surface with paver finisher,i/c manual operations as and when required for proper line,grade and level to serve as wearing course on a previously prepared base,i/c mixing in Hot Mix Plant and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity,finished to required level and grades i/c the cost and carriage of stone chips and matrix,preheating the aggregates to required temperature and i/c the hire charges of Hot Mix Plant and other machinery,pay of operators, cost of fuel and lubricants etc.complete as pr Clause 510 of Specifications for Road & Bridge Works of MoRT & H (5th Revision)
5100
103
527646
. Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
5100
35
180591
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. depth of excavation not exceeding 1.50 mt
89.17
119
10635.31
Laying Stone Boulder soling 150 mm thick to proper camber hand packing etc complete as dsirected
92.35
137
12707.36
Ordinary mix M15 cement concrete with graded stone chips (30 mm size) excl. shuttering and reinforcement, if any, in G.F.. Proportion (1:2:4)
66.69
3815
254470.67
Ordinary mix M-15 cement concrete with graded stone chips (20 mm size) excl. shuttering and reinforcement, if any, in G.F.. Proportion (1:1.5: 3).
10.41
4497
46817.83
Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels and striking out after completion of works (at foundation upto plinth) without staging.
213.96
205
43861.8
Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (from plinth upto roof of ground floor).
23.4
328
7675.2
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. Tor steel GF
0.98
60423
59275.9
Plaster with sand cement morter incl. rounding off corner or chamfering corners as directedand racking out joints and drip course with 4:1 cement mporter 15 mm thick
76.05
153
11635.65
Neat cement punning as directed
74.45
32
2431.54
Providing weep hole in concrete work as per schedule as directed
30
115
3450
Sand filling at embankment etc, in layers not exceeding 150 mm including watering and ramming etc. complete.
44.97
796
35796.12
GST 18%
0.18
3085650
555417.11
Labour Cess 1 %
0.01
3641067
36410.68
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