EO_GBDA_142_2026_27

Gangasagar Bakkhali Development Authority · Fraserganj, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹28.4L
EMD: ₹57K
Published: 12 Oct 2026
Closing date: 02 Nov 2026
Status: open
Status as of: 19 Oct 2026 00:13 UTC

Description

Construction of a box culvert near Om Tower Guest House, Mouza Amarabati, Fraserganj Gram Panchayat, under GBDA, South 24 Parganas. The work includes site clearing, pavement dismantling, excavation, embankment and related construction activities.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Declaration by the tenderer

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (31)

Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared) — Qty: 212.5 Sqm.
Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) 05.(II). By Mechanical Means 05.(II).A. Bituminous courses — Qty: 17.15625 Cum.
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304). 1.(I) Ordinary soil 1.(I).A Manual Means 1.(I).A.(i) Depth upto 3 m — Qty: 600 cum
Depth 3 m to 6 m — Qty: 600 cum
Depth above 6 m — Qty: 55 cum
Eucalyptus bullah walling with earth filled bags 1.30m (av.) high of 10cm. dia and 3.6m 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 1.80 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. — Qty: 120 Mt.
Construction of Embankment with Material obtained from Borrow pits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm. (Reference to MoRT&H's specification clause 305). (Cost of compensation for Earth material & its carriage from private land at 5km distance have been included in the rate.) — Qty: 270 Cum
Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304). — Qty: 43.949 cum
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. — Qty: 138.465 Sq.M.
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. — Qty: 20.35 sqm
(a) Where staging is required. — Qty: 463.28 Sqm.
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. — Qty: 95.52 sqm
P.C.C (1:3:6) in Foundation Plain cement concrete of 1:3:6 nominal mix with crushed stone aggregate 40 mm nominal maximum size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per the requirements of MORT&H's specification 1704.3. P.C.C. M10 grade :- — Qty: 2.25 Cum
PCC Grade M15 (1:2:4) Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). 5A. PCC Grade M15 — Qty: 11.835 Cum
Plain / Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). M25 Grade (1:1.5:3) — Qty: 68.727 Cum
Supplying, binding, fixing etc. including initial straightening (HYSD reinforcement bar) Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). I. SAIL/ TATA/RINL — Qty: 8.093 Mt.
Brick masonry work with 1st class full size bricks except when necessary to complete the bond in cement morter 1:3 in sub-structure complete, including thoroughly soaking the bricks in a tank filled with water for a minimum period of one hour prior to being laid, protecting the green structure from rain by suitable covering and with a minimum Seven days curing etc., but excluding pointing and plastering, as per drawing and Technical Specifications. (Reference to MORT&H's specifications 1300 & 2200). — Qty: 1.425 cum
Plastering with cement mortar (1:3) on brick work in sub-structure complete all including raking out joints curing, etc as per Technical Specifications (Reference to MORT&H's specifications 1300 & 2200). — Qty: 539.225 Sqm.
Neat cement punning about 1.5 mm thick in wall, dado, window sill, floor etc. NOTE: Cement 0.152 cu.m per100 sq.m. — Qty: 525.175 Sqm.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift — Qty: 251 cum

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