Gangasagar Bakkhali Development Authority Tender
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The GBDA has issued a formal invitation for competitive bids for the Gangasagar Bakkhali Development Authority project, for Construction Of Pcc Road From Tribeni Ashram To Dhablat Ramakrishna Setu, Via Kanak Kanti Mondas House Mouza Dhablat Of Dhablat Gram Panchayet in South 24 Parganas, West Bengal, with an estimated contract value of Rs. 88,54,864. The bid opening date for this tender is 15-03-2025 and the last date for bid submission is 02-04-2025. Interested bidders for Gangasagar Bakkhali Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Gangasagar Bakkhali Development Authority - GBDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Mar 2025
Closing Date2 Apr 2025
Tender Amount₹ 88,54,864.23
Costs
EMD
₹ 1,77,097Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GBDA_825759_6Bid Award Id
ViewTender No
EO_GBDA_107_2024-25Tender Authority
Gangasagar Bakkhali Development Authority ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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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 aftercompletion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge
366.98
479
175817.72
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Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
2
3189
6378.52
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (c)(ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried
earth.
51.08
423
21634.35
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Labour for laying soling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with brick joints
properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used) (The item included the cost of obtaining local sand or powdered earth) (c) Soling with one brick-on-edge on a layer of brick flat (thickness 75 mm plus 125 mm)
971.5
7510
72966.64
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Eucalyptus bullah walling with earth filled bags 1.30m (av.) high of 15cm. dia and 4m long bullah pin @ 0.375 mtr. c/c bullah walling of 2.7m (av) below G.L. including fitting, fixing 3 nos. of 10 cm dia bullah as runner providing 2.50 mtr. long 10.0 cm dia bullah as tie bar @ 2.25 mtr c/c and 10.0 cm dia. and 3.0 mtr. long bullah as tie post @ 2.25 mtr. c/c driven @ 2.5 m below G.L. and walling with filling empty cement bags with earth and placing them in position including tying or sewing mouth including cost of thread including cost of all materials and two coat of coal tarring to all Eucalyptus bullah etc. complete including the cost of materials as per direction.
130
6578
855203.7
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Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from cut drums (empty bitumen drums) fitted and fixed with a lap width of 100 mm at each joint, complete as per direction including the cost of drum sheets and including the cost of nails, wires etc. (ii) With bamboos of length above 2.00m and upto 2.50m
160
895
143244.8
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. Note :- 1. Labour rate per m³ is provided; Cost of sand is to be added to arrive at the complete item rate. 2. Compaction factor of dry clean sand is 0.835.
45.87
1418
65066.5
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Labour for taking out old soling edging including removing debris (b) Double flat soling
2350.75
1719
40427.49
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Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. (iv) Without pumping out water and shoring
366.98
135
49860.89
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Labour for taking out brick-on-end edging including removing debris to flank or berm sorting out serviceable materials and stacking.
2330
120
2812.78
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Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. A. PCC Grade M20
397.77
9145
3637605.87
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