Siliguri Jalpaiguri Development Authority Tender
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Siliguri Jalpaiguri Development Authority - SJDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date11 Jan 2024
Closing Date29 Jan 2024
Tender Amount₹ 42,83,385
Costs
EMD
₹ 85,668Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Nit No. 037/ Engg/ 2023-24 Of Sjda (4th Call)
Description
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Contact
Tender Id
2024_SJDA_642679_1Bid Award Id
ViewTender No
NIT NO. 037/ ENGG/ 2023-24 OF SJDA (4TH CALL)Tender Authority
Siliguri Jalpaiguri Development Authority ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
(II) Cement concrete with 30 mm down graded shingles excluding shuttering.
(a) 1:3:6 proportion
14.75
50046
3393
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.
(i) Pakur Variety
60.72
316068
5205.35
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
1.96
11213
5721.34
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
0.23
13941
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)
a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
464.17
152247
328
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
330.62
51907
157
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
330.62
11241
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.
(a) upto 150 mm. thick
10
9390
939
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.
550
12430
22.6
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).
(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means
110.25
369036
3347.27
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.
625
9000
14.4
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)
735
23108
31.44
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.)
3085
33904
10.99
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 complete as 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.
154.25
1058947
6865.14
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 cooker including 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).
(i) 25 mm thickness
3085
1394759
452.11
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
646928
646928.4
Add Labor Welfare Cess @ 1%
1
42409
42409.75
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