Siliguri Jalpaiguri Development Authority Tender
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Siliguri Jalpaiguri Development Authority - SJDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 May 2023
Closing Date5 Jun 2023
Tender Amount₹ 36,44,986
Costs
EMD
₹ 72,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Nit No. 101/engg/2022-23 Of Sjda (2nd Call)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_SJDA_531778_1Bid Award Id
ViewTender No
NIT NO. 101/ENGG/2022-23 OF SJDA (2ND CALL)Tender Authority
Siliguri Jalpaiguri Development Authority ViewPurchaser Address
-Website
http://wbtenders.gov.in
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BOQ Items
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, in ground floor
as per relevant IS codes.(b) River bazree
77.04
356301
4624.89
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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 Pakur Variety
3.34
19802
5934.28
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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.
652.2
213921
328
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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, basement and upto roof of ground floor/upto 4 m ( SAIL/ TATA/ RINL )
0.34
20072
59035.97
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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). (i) On Bituminous Surface
(Using Bitumen Emulsion at the rate of 0.20 to
0.30 kg per sqm.)
5930.2
59183
9.98
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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.
650
9360
14.4
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Construction of Sub Base using Local Materials,spreading in uniform layers with Motor grader onprepared surface, including screening the metal asnecessary, mixing by mix in place method withRotavator at OMC, and compacting with vibratoryroller to achieve the desired density, lighting,guarding and arricading including cost andcarriage of all materials and making necessaryearthen 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) (5th Revision)I :(iv) For Construction of Sub Base by compactingriver bed materials. Notes:-(Add cost at site of 1.28 m³ of materials to arrive at thecomplete rate.)
76.22
108174
1419.28
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Wet mix Macaaam Base Gourse By Mix in Place Method :
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specificotion including screening of aggregates and granular materials, 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 & Bridge Works of MoRT&H (5th Revision). Similar to GSB Grading – III
244.61
676666
2766.33
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Providing and laying bituminous macadam with
Mobile Hot Mix Plant (Light Duty) 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 by means of approved and suitable arrangements 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 Specifications for Road &
Bridge Works of MoRT&H (5th Revision). B. For Grading 2 (19 mm nominal size, 50-75 mm thick.) Pakur Variety
143.49
1023448
7132.79
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Providing, laying and rolling of close graded premix Surfacing using materials of 20 mm thickness composed of 11.2mm to 0.09mm (For Type – A) or 13.2mm to 0.09mm ( For Type – B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8 – 10 tonne capacity and finishing to required level and grade etc. including all other incidental charges, quality control as per clause 508 of specifications for Road & Bridge Works of MoRT&H (5th Revision) complete. a) Type – A : Using 2.2 kg bitumen per square meter surface area :
i) Using Hot Mix Plant not less than 75 T / Hr. Mix Seal Surfaceing Pakur Variety
2965.1
480346
162
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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.
208.5
47798
229.25
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Supply and errection of M.S Sign Board (1500mm x 900 mm) with necessary lettering etc. complete. Fabrication and errection of the board to be done with M.S angles such as, frame (25x25x5 mm), M.Ssheet of 0.5 mm thick & Posts with M.S angles (50x50x6 mm) section at a clear hight of atleast 2.5 mtr above ground level. Fixing of the complete board with necessary information as per relavent and updated G.O, has to be carried out by digging holes (0.6x0.6x0.6 mtr) in all sorts of soil and packing the M.S angle posts with cement concrete (1:3:6) of section( 0.45x0.45x0.90 Mtr) and filling the gaps with the excavated earth including priming and 2 coats of painting on both sides complete in all respect as per direction of the E-I-C.
2
20458
10229.2
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Add GST @18%
1
550509
550509.94
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Add Labor Welfare Cess @ 1%
1
36088
36088.99
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