Tender For Development Of Chhat Ghats In Nct Of Delhi. Sub Work:-Making Of Temporary Arrangement For Chhat Ghat At Pansali, H Block Rajiv Nagar Ext., Rajiv Nagar Ext., Naveen Vihar, Rajni Vihar, Jheel Park Sec 20 Rohini, Bharat Vihar, Deep Vihar And
Tender Overview
Project Description
Tender for Development Of Chhat Ghats In Nct Of Delhi. Sub Work:-Making Of Temporary Arrangement For Chhat Ghat At Pansali, H Block Rajiv Nagar Ext., Rajiv Nagar Ext., Naveen Vihar, Rajni Vihar, Jheel Park Sec 20 Rohini, Bharat Vihar, Deep Vihar And Gram Sabha Land Beg Ur In Bawana Ac.
BOQ
| Sl. No. | Item Description |
| 1 | Hiring of JCB Machine, 3D Hydraulic excavator for removal of malba, leveling & dressing and misc work at site on hourly basis as per the directions of engineer-in-charge |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 3 | Supplying and placing in position of polyethene sheet weight not less than 300gm/sqm. for earthen Temporary Chhat Pooja pits for prevention of seepage of water upto the completion of Temporary Chhat Pooja celebrations all complete upto the entire satisfaction of Engineer-in-charge. |
| 4 | Supplying, filling, stiching of E.C bags and including cost of Jamuna sand and placing for making the steps for chhat Ghats etc. Complete as per direction of Engineer-in-charge. |
| 5 | Cleaning of Chhat Pooja Ghat by deploying labour. |
| 6 | Supplying and installation of flex sheet boards (Printed with matter supplied by the department) fixed on wooden batten frame for back side support/stability of board and making ready to fix at site as per direction of engineer-in-charge complete. |
| 7 | Hiring of 20 H.P deisel pump for pumping out of water from Chhat ghat. |
| 8 | 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. |
| 9 | Supply of earth including excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions by mechanical transport within 10 km lead and lift upto 1.5m including royalty. |
| 10 | Brick 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) |
| 11 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) |
| 12 | Providing and laying RMC of M-30 grade by using minimum 400 Kg. of cement (43 grade OPC) per Cum of concrete in roads/streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of concrete to improve workability wit out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators, leveling to required slops and camber, finishing by contractor/ expansion, construction of cross/ longitudinal joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge(cost of joint filler & sealants shall be paid for separately under relevant item). Note: Cement content considered in M-30 is @400 kg/Cum. RC using minimum cement @400 kg/Cum. Cement concrete manufactured in automatic batching plant (RC plant) including transportation to site in transit mixer. |
| 13 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). Please Enable Macros to View BoQ information |
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