DFWB/HQ/ENGG/eNIT_03/26-27_1
Directorate of Fisheries · Purba Medinipur, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹37.3L
- EMD: ₹75K
- Published: 30 Oct 2026
- Closing date: 26 Nov 2026
- Status: open
- Status as of: 31 Oct 2026 04:07 UTC
- Department: Directorate of Fisheries
- Office: Meen Bhaban, 31 GN Block, Sec-V, Salt Lake, Kolkata 700091
Description
Construction of Interlocking Concrete Block Pavement (ICBP) from Balaram Maity's tea shop to Achinta Maity's tea shops, mouza-Kalikapur, JL-328, Plot no. 403, under Bhagawanpur-II Block, Purba Medinipur District.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Digital Signature Certificate, GST registration documents, PAN, Deed of Consortium/Partnership Firm and registration documents, where applicable, Other statutory clearances as defined in the e-NIT
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (16)
- 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. — Qty: 1209 Sq.m
- (b)For each additional Depth of 150mm and part thereof. — Qty: 1209 Sq.m
- 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 andcarriage 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). For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). — Qty: 148.8 Cu.m.
- 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). (ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means — Qty: 111.6 Cu.m.
- 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). (ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means — Qty: 111.6 Cu.m.
- Earth work in excavation of foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing spreading or stacking the soil within a lead of 75m.as directed. The item includes necessary trimming the sides of trenches leveling dressing and ramming the bottom bailing out water as required complete. a)Depth of excavation not exceeding 1500mm. — Qty: 128.102 Cu.m.
- Supplying and laying polythene sheet (150gm/ M2 ) over damp proof course or bellow flooring of roof terracing or in foundation or in foundation trenches. — Qty: 189.78 Sq.m
- 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 — Qty: 80.448 Cu.m.
- Hire and labour charges for shuttering. 25 mm to 30 mm shuttering without staging in foundation — Qty: 506.08 Sq.m
- Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. — Qty: 74.778 Cu.m.
- Supplying & laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks(with concrete grade as specified as per table I of IS 15658:2006 manufactured from BIS license manufacturer,with spacer nib(small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks,as per sl no 3.26 of IS:15658) and of specified size and shape with aspect ratio(The ratio of length to thickness of a paver block, as per Cl No 3.3 of IS:15658) as per Table 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS:15658,on the prepared base course of specified CBR as per Table 1 of IRC SP 63(2018) or else as mentioned in design or drawing with a cushion of compacted bedding sand of 25-35 mm thick(grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand(the grading of joint filling sand will be as per clau — Qty: 1116 Sq.m
- Construction of Edging of existing CC Roads :- Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) . In ordinary soil — Qty: 135 Cu.m.
- 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. — Qty: 60 Sq.m
- 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 andcarriage 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). For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). — Qty: 9 Cu.m.
- 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.) — Qty: 2 No.
- CESS 1% — Qty: 1 Nos.
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