Tender For Development Of New Industrial Area At Kanjhawala, Delhi. Sub Head:-Construction Of Balance Boundary Wall, Installation Of Information / Caution Board, Provision Of Security Gate, Prefabricated Guard Room Etc. And Other Miscellaneous Works At Ka
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Project Description
Tender For Development Of New Industrial Area At Kanjhawala, Delhi. Sub Head:-Construction Of Balance Boundary Wall, Installation Of Information / Caution Board, Provision Of Security Gate, Prefabricated Guard Room Etc. And Other Miscellaneous Works At Kanjhawala Industrial Area.
BOQ
| Sl. No. | Item Description |
| 1 | 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 leadupto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 2 | 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. |
| 3 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directedwithin a lead of 50 m and lift upto 1.5 m.All kinds of soil |
| 4 | Providing 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 coarse sand (zone-III) : 10 graded stone aggregate 20 mm nominal size). |
| 5 | Providing 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) |
| 6 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 7 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | 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) |
| 16 | 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)Note: Old Serviceable Bricks recovered from site will be supplied free of Cost) |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 19 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 20 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 21 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 22 | Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 23 | Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 25 | Lettering with black Japan paint of approved brand and manufacture |
| 26 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 27 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):From brick work in cement mortar |
| 28 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. taples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbedtape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 29 | Providing, fabricating and supplying Portable Prefabricated Guard Room of size 10' × 12' × 8' height, made with heavy duty MS square pipe frame (minimum 1.6mm thickness) including base frame and lifting hooks. Walls to be made of 40mm thick insulated PUF panels and roof of GI sheet with proper heat insulation and rain water slope. Flooring to consist of heavy duty base frame with 18mm board and vinyl finish/chequered plate.The cabin shall include 1 MS door with locking arrangement, 2 sliding windows with glass and grill, proper ventilation, complete internal electrical wiring including LED lights, ceiling fans, plug points, MCB board, primer and paint finish, transportation to site, loading, unloading and installation complete in all respects. |
| 30 | Hiring of JCB for miscelleneos operations including Logistic charges, Operational / maintenance Charges, Fuel Charges, accessories required for the work etc. all complete as per the directions of the Engineer in charge. |
| 31 | Correction factor on existing items of the DSR-2023 i.e. 0.973 (Or Less 2.7%) |
| 32 | Add Cost Index @ 3% on DSR 2023 Please Enable Macros to View BoQ information |
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Tender Published
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Online submission via eProcurement portal.
Upcoming · 9 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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