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Tender For Restoration And Rejuvenation Of River Yamuna Flood Plains. Sh - Raising Of Vehicular Entry Path And Replacing Of Non-Serviceable Security Cabin At Asita East-Dda Land., Delhi-Delhi

Delhi Development Authority-DDA has published Tender For Restoration And Rejuvenation Of River Yamuna Flood Plains. Sh - Raising Of Vehicular Entry Path And Replacing Of Non-Serviceable Security Cabin At Asita East-Dda Land.. Submission Date for this Tender is 30-10-2023. Building Work Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

40344127
Tender For Restoration And Rejuvenation Of River Yamuna Flood Plains. Sh - Raising Of Vehicular Entry Path And Replacing Of Non-Serviceable Security Cabin At Asita East-Dda Land.
Open Tender
Indian
Delhi
Delhi
30-10-2023

Tender Details

Restoration And Rejuvenation Of River Yamuna Flood Plains. Sh - Raising Of Vehicular Entry Path And Replacing Of Non-Serviceable Security Cabin At Asita East-Dda Land.

Key Value

Document Fees
Refer document
EMD
INR 106785.0 /-
Tender Value
INR 53.39 Lakhs /-

BOQ Items

Name of Work:Restoration and Rejuvenation of River Yamuna Flood Plains. SH:- Raising of Vehicular entry path and replacing of non-serviceable security cabin at Asita East-DDA land.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
512 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
6Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
7Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
8Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
9Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
10Supplying, assembling, and fixing in position , unplasticized PVC slotted pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia slotted pipe.
11Supplying, assembling, and fixing in position , unplasticized PVC blindpipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia blind pipe.
12Supply of C&D waste material bricks subbase 26.5/40/50/63 mm by mechanical transportation including unloading and stacking upto all lead and lift at site all complete as per direction of engineer-in-charge
13Prepration of sub base road pavement with C&D waste in layers of minimum thickness 15 cm in depth, watering, rolling each layer with minimum 8-10 tonnes roller etc. all compete as per direction of Engineer-in-charge
14Providing and placing SAND STONE GARDEN BENCHESof required size etc. complete in all respect at site as approved and as per direction of Engineer in Charge.
15Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
16Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
17Supplying and fillingstone pebbels of size range 2 cm to 5 cm, in Bench, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
18Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Red sand stone.
19Providing and fixing prefabricated portable MS Container security cabins, manufactured using MS corrugated sheets (Thickness: 1.2 mm – 18 gauge) with inner sides laminated using MDF boards (Thickness: 6 mm). Flooring is done using cement fiber board’s (Thickness: 20 mm, Make Everest) then a layer of Vinyl flooring. For insulation expanded polystyrene (Thickness: 25 mm) is used. The container will be duly painted Outside and Inside. The container is water proof, termite & heat resistant; making it comfortable in extreme hot or cold climate at site of size 8’X8’ feethaving table, fan, tubelight, switches etc. all complete as per direction of Engineer-in-Charge.
20Deduct for existing non servicable security cabin from the site on as and where basis, as per direction of Engineer-in-charge. The removed cabin will be the property of contractor
21Supplying and stacking at site.Moorum
22Add Gst Factor on all Items @ 0.0633%
23Note: 1) Contractor shall follow the relevant NGT, DPCC orders, and or any other govt. authority enforcing environmental and pollution control orders and if any fine/penalty/challan is imposed by any government agency, the cost of the same shall be solely borne by the contractor.
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