Siliguri Jalpaiguri Development Authority Tender
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Siliguri Jalpaiguri Development Authority - SJDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Feb 2024
Closing Date7 Mar 2024
Tender Amount₹ 1,33,76,381
Costs
EMD
₹ 2,67,528Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Nit No. 127/ Engg/ 2023-24 Of Sjda (2nd Call)
Description
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Contact
Tender Id
2024_SJDA_663559_1Bid Award Id
ViewTender No
NIT NO. 127/ ENGG/ 2023-24 OF SJDA (2ND CALL)Tender Authority
Siliguri Jalpaiguri Development Authority ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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
17
96275
5663.29
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
1.5
90583
60388.78
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
2910
596550
205
a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
50
16400
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
(a) 20 mm thick plaster
3000
543000
181
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
3000
102000
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
Labour for laying 150 mm to 200 mm boulder soling including roughdressing hand packing and ramming down small pieces in the intersticsincluding rolling and preparing the bed to proper level and filling up all
joints with sandy clay or earth.
1270
254952
200.75
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.
3850
55440
14.4
Granular Sub-base with Graded Material B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road
(iii) Grading – III
585
1417320
2422.77
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
585
1912955
3270.01
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.
200
1359382
6796.91
Prime Coat
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)
3850
120890
31.4
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 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
3850
1734117
450.42
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.)
3850
42234
10.97
Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
15
360
24
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
10787
10787.92
Add GST @18%
1
2020262
2020262.25
Add Labor Welfare Cess @ 1%
1
132439
132439.41
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