Development of Entry Plaza for Devka Garden, Nani Daman. (E-11765)
Daman District · Daman, Dadra and Nagar Haveli and Daman and Diu · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.6Cr
- EMD: ₹3.2L
- Published: 05 Nov 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:48 UTC
- Department: Public Works Department - Daman
- Office: Executive Engineer, PWD, WD-I, Daman
Description
Works tender for development of the entry plaza at Devka Garden, Nani Daman, including civil, plumbing, landscaping, garden and irrigation works.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Item Wise BoQ
- Evaluation: Item Wise
- Make in India (MII): No
- MSE preference: No
Line items (64)
- 2 — Qty: 4 5
- CIVIL WORKS : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and — Qty: 215.14 Cum
- Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations, land scaping features, development work etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. Item shall be also consider for crating mounts in gardening work. — Qty: 188.62 Cum
- Disposing of the surplus excavated earth and/or debris etc. including loading at site, transporting by mechanical or manual means & disposal, unloading and stacking outside the campus at nonobjectional place with all lead and lifts etc. complete as directed by engineer in charge. — Qty: 1992.52 Cum
- Providing material and labour for Filling in plinth under floors or base of foundation / open areas as per architectural requirement with sand including watering ramming, consolidating and dressing etc complete as directed by Engineer in charge. — Qty: 555.63 Cum
- Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. Complete — Qty: 2251 Cum
- Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 — Qty: 311.1 Cum
- Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth — Qty: 277.43 Cum
- Providing Thermo Mechanically Treated bar (T.M.T.) Fe-500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. including providing fusion bonded epoxy coating not less than 175 micron thickness and upt o 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes. (A) 10 mm to 16 mm dia bar. — Qty: 13850 Kg
- Providing and laying in position Ready Mixed M-350 grade concrete forreinforced cement conctere work , using cement content as per approvedDesign Mix manufactured in fully automatic batching plant andtransported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456 shall be maintained) (Cement level 500 kg ) — Qty: 136 Cum
- Extra for Colour Concrete : Extra over concrete for providing and adding colour pigment as admixture of approved make and shade (by Architect & Engineer in charge) as per manufacturer's specification in specified grade of plain/ reinforced cement concrete for any type of element as per drawing and as directed by engineer in charge. Rate shall be for actual volume of concrete cast with colour pigment. Contractor shall prepare mock -up of one or two elements as suggested by Architect with approved shade of pigment and get approved before mass work. — Qty: 112 Cum
- Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (C) Vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. — Qty: 166.16 Sqm
- Extra for Providing and installing FRP moulds for centering and shuttering for specified architectural elements to give exposed quality fair finish coloured concrete in vertical casting manner, including strutting, propping, bracing to give fair/ smooth finish using best quality FRP mould (new) and supported with necessary MS adjustable steel props, H frames with bracing, adjustable spans, etc. including removal of forms for any shape ,all heights and all level etc complete as directed by engineer in charge. FRP mould shall be produced according to concept drawing/ design given by architect. Shop drawing/ shuttering pattern drawing shall be produced by contractor based on concept drawing. FRP mould shall be approved before use for casting the RCC elements. One cast element also to be approved before execution of mass works. Surface area of elements shall be considered for payment. a) FRP Shuttering for column/ pillar/Coping/Wall/ Architectural features etc — Qty: 199.82 Sqm
- Providing material and labour for laying Brick work using common burnt clay building Conventional bricks having crushing strength not less than 35 kg/SqCm in Cement Mortar 1:5 (1- Cement : 5 -fine sand) in superstructure above plinth level for all Floor in any shape and thickness including finishing, racking of joints, curing, scaffolding for all height all level etc. complete as directed by engineer-in-charge. — Qty: 53.28 Cum
- Providing material and labour for layin Coursed rubble masonry with stone of approved quality in foundation, plinth and other development work in Cement Mortar 1:5 (1-Cement : 5-coarse sand) etc. complete. in any shape and thickness including finishing, racking of joints, curing, scaffolding for all height all level etc. complete as directed by engineer-in-charge. — Qty: 25.78 Cum
- Providing material and labour for laying 15mm thick mala cement plaster (finished with steel trowel) in single coat on sides of brick work/ blocks wall/ RCC work for interior plastering and finished even and smooth in Cement mortar 1:3 (1-cement:3-sand) for for all floor, all level, all height with necessary scaffolding, curing, finishing, making grooves, forming pattas, hacking properly to RCC surface etc. complete as directed by the Engineer-in-charge. — Qty: 247.56 Sqm
- Providing material and labour for laying 20 mm thick internal/ external double coat mala cement plaster on interior/ exterior brick work/ block work/ concrete work for plastering comprising of base coat of 12 mm thick cement plaster in cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished for all floor, all level, all height with necessary scaffolding, curing, finishing, making grooves, forming pattas, hacking properly to RCC surface etc. complete as directed by the Engineer-in-charge. — Qty: 108 Sqm
- Providing and applying 400 microns thick coal tar extended epoxy resin coating of approved make to sound concrete surface after carry out surface preparation to remove loose concrete, curing compound or any other foreign material, mixing base and hardener component of Coal tar extended epoxy resin coating, apply first coat at 200 microns DFT using suitable brush or roller, allow the first coat to dry for 6 hrs at 35°C followed by application of application of second coat at 200 microns DFT in perpendicular direction to first coat etc. complete as per manufacturer’s specification for all level all depth as directed by engineer incharge. Coal tar extended epoxy resin coating shall be having 100% solid contents by weight amd as per relevant ASTM and BS. — Qty: 108 Sqm
- Providing material and labour for laying machined cut average 40mm thick River wash finish Green Kotah stone of any size of approved quality, selected and sorted for uniform color & texture, in floor, otta, tread, riser, ramp etc. of specified size as per design normal pattern (straight or staggered joint with square or rectangular shaped stone) and drawings. Kota stone is to be laid over cement mortar 1:6 bedding of average 20 mm thickness with keeping groove (upto 10mm wide), filling the groove with cement mortar in 1:2 (1 cement : 2 sand) with matching pigment, in 5mm less thickness of kota stone, and finishing including curing and cleaning with wire brush to remove excess cement on the sides of stone, chemphering of exposed edges having polishing up to the satisfaction of the Architect & engineer in charge etc. complete for all places/ all levels/ all heights. Sample and mockup shall be approvd before procurement of material. — Qty: 924.13 Sqm
- Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm — Qty: 247.56 Sqm
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