17 OF 2026-27 OF SE/WBSWC

West Bengal State Warehousing Corporation · Garbeta, Paschim Medinipur, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹74.6L
EMD: ₹1.5L
Published: 13 Oct 2026
Closing date: 03 Nov 2026
Status: open
Status as of: 22 Oct 2026 03:47 UTC
Office: West Bengal State Warehousing Corporation

Description

Reconstruction of internal road with paver block surrounding RKVY Garbeta at the premises of SWC Garbeta Warehouse in Paschim Medinipur. The work includes pavement dismantling, excavation and subgrade preparation, granular sub-base and water bound macadam, laying interlocking paver blocks, and associated concrete work.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Digital Signature Certificate, GST registration, PAN, Deed of Consortium/Partnership Firm, where applicable, Partnership firm registration document (Form No. VIII), where applicable

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Commercial terms

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

Line items (11)

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) 5(I) By Manual Means 5(I)A Bituminous courses — Qty: 12.422 Cum
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). (I) By Manual Means 5(I) B Granular courses — Qty: 334.425 Cum
Removal of Telephone / Electric Poles and Lines Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned Department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable, unserviceable material separately and backfilling the trenches & pits (Reference to MoRT&H's specification clause 202). — Qty: 5 Each
Excavation in Soil by Manual Means Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres (Reference to MoRT&H's specification clause 301). — Qty: 1296.803 Cum
Compacting original ground supporting subgrade Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 & 300-1 for sub-grade construction (Reference to MoRT&H's specification clause 305.3.4). — Qty: 471.71 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: 707.569 Cum
B. By Mix in Place Method : Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination epending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 Rate per cum for grading-II Material. — Qty: 393.095 Cum
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 3 wheeled steel/ 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 and compacting to the required density (Reference to MoRT&H's specification 404). B. Manual Means Grading-1(Table 400-9) 9A (i) (b)Using Screening (Table 400-10) Type-A (13.2 mm aggregate) — Qty: 376.062 Cum
Supplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C. c) Type - III (80 mm thickness) inter locking system — Qty: 1454.25 Sqm
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). — Qty: 17.033 Cum
Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). — Qty: 21.533 Cum

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