Siliguri Jalpaiguri Development Authority Tender
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Siliguri Jalpaiguri Development Authority - SJDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date8 Feb 2024
Closing Date23 Feb 2024
Tender Amount₹ 19,00,835
Costs
EMD
₹ 38,017Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Nit No. 111/ Engg/ 2023-24 Of Sjda (2nd Call)
Description
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Contact
Tender Id
2024_SJDA_662917_1Bid Award Id
ViewTender No
NIT NO. 111/ 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
90.82
510060
5616.42
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. (a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL
0.1
5793
60353.61
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
448
70336
157
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
448
15232
34
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches
648
15552
24
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.
727.58
238646
328
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.
211.2
48364
229
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
600
8640
14.4
(b) For each additional Depth of 150mm and part thereof.
600
11400
19
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials Add cost at site of 1.28 m³ of materials to arrive at the complete rate.
90
69732
774.8
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.
50.4
22528
447
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
50.4
8366
166
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
10767
10767.92
Add GST @18%
1
287086
287086.94
Add Labor Welfare Cess @ 1%
1
18820
18820.14
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