Siliguri Jalpaiguri Development Authority Tender
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Siliguri Jalpaiguri Development Authority - SJDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date27 Dec 2023
Closing Date19 Jan 2024
Tender Amount₹ 1,08,42,100
Costs
EMD
₹ 2,16,842Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Nit No. 110/ Engg/ 2023-24 Of Sjda
Description
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Contact
Tender Id
2023_SJDA_629447_1Bid Award Id
ViewTender No
NIT NO. 110/ ENGG/ 2023-24 OF SJDATender Authority
Siliguri Jalpaiguri Development Authority ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor
as per relevant IS codes.
N.B. Variety
515
2063090
4006
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor
as per relevant IS codes.
(i) Pakur Variety
22.5
129298
5746.61
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of 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 intersection, complete as per drawing and direction.
(i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL
2
120707
60353.61
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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
(f) 25 mm to 30 mm shuttering without staging in foundation
2755
564775
205
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
2345
368165
157
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
2345
79730
34
Dismantling all types of plain cement concrete
works, stacking serviceable materials at site and
removing rubbish as directed within a lead of 75 m.
In ground floor including roof.
(b) above 150 mm. thick
95
134615
1417
Removal of rubbish,earth etc. from the working
site and disposal of the same beyond the
compound, in conformity with the Municipal /
Corporation Rules for such disposal, loading into
truck and cleaning the site in all respect as per
direction of Engineer in charge
95
15770
166
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary
(a) Depth up to 150 mm.
4643
66859
14.4
Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed
a) By manual means :
(i) From 25 mm to 50 mm thick
4265
96389
22.6
Granular Sub-base with Graded Material A. Plant Mix Method:
Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(iii) Grading – III
140
348237
2487.41
Water Bound Macadam Base Course
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).
ii) Grading-II Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)
B. Manual Means
475
1541892
3246.09
Bituminous Macadam using Hot Mix Plant (HMP)
Providing and laying bituminous macadam with Hot
Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 premixed with
bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired - compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control completeas per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
B. For Grading 2
(19 mm nominal size, 50-75 mm thick.)
(ii) Using Drum mix Type HMP of minimum capacity
60-90 TPH.
251
1726741
6879.45
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 Road & Bridge Works of MoRT&H (5th Revision).
(i) For WBM / WMM Surface:
(with primer @ 0.70-1.0 kg/sqm)
4643
145836
31.41
Providing and applying tack coat with Cationic
Bitumen Emulsion of approved grade conforming to
IS: 8887-1978 on the prepared surface cleaned with
Hydraulic broom, moistening the surface including
cost and carriage of emulsion, hire charges of
machinery and labour, cost of fuel and lubricants all
complete as per Clause 503 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
(ii) On Granular surfaces treated with primer
(Using Bitumen emulsion at the rate of 0.25 to
0.30 kg per sqm.)
9231
101356
10.98
Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty)
Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
4268
545621
127.84
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).
I By Manual Means
With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
4268
188474
44.16
Mastic Asphalt
Providing and laying Mastic asphalt wearing course
with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cookerincluding cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the
construction joints and surface finishing conforming
to specifications including providing antiskid surface
with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005
cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
1100
497057
451.87
Supplying Sign Board ( 1500mmx900mm) made of M.S angle frame (50x50x6) , Sheet (0.50 mm) fitting fixing such with digging holes of dia 450 mm and depth 750 mm in allsorts of soil and repacking and consolidation the gap around the post with cement concrete (1:3:6) including priming, two coat painting & lettering both side etccomplete in all respect as per direction of the Engineer-in-charge.payment of concrete to be made separately.
1
10277
10277.41
Add GST @18%
1
1637504
1637504.62
Add Labor Welfare Cess @ 1%
1
107347
107347.53
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