Delhi Development Authority-DDA has published Maintenance Of Various Schemes Under Nazul A/C-Ii ( East Zone ) . Sub-Head- Repair Of Footpath , Boundary Wall And Other Miscellaneous Works At Nhp Saini Enclave. Submission Date for this Tender is 30-09-2020. Footpath Work Tenders in EE/HCD-01/DDA Pkt-I Dilshad Garden Delhi Delhi. Bidders can get complete Tender details and download the document.
Name of Work:M/o Various Schemes under Nazul A/C-II (EZ). Sub Head :- Repair of footpath, boundary wall and other miscellaneous works at NHP Saini Enclave | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Earth 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. 2.8.1 All kinds of soil. | 2.16 | Cum | |
2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) | 0.54 | Cum | |
3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 1.84 | Cum | |
4 | 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 2.85 | Cum | |
5 | 5 | Providing 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). | 1.08 | Cum | |
6 | 6 | 12 mm cement plaster of mix : 13.4.1 1:4 (1 cement: 4 coarse sand) | 58.4 | Sqm | |
7 | 7 | Finishing walls with water proofing cement paint of required shade :13.109.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. | 1175.41 | Sqm | |
8 | 8 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand) | 130.6 | Sqm | |
9 | 9 | Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) | 130.6 | Sqm | |
10 | 10 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.99.1 One or more coats on old work | 780.53 | Sqm | |
11 | 11 | 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1283.8 | Kg | |
12 | 12 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work | 58.69 | Sqm | |
13 | 13 | 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. staples 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 barbed tape(R.B.T.) / Spring core (2.5mm 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) | 312.46 | M | |
14 | 14 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 204 | Sqm | |
15 | 15 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in- charge. (Old CC paver blocks shall be supplied by the department free of cost). | 142.8 | Sqm | |
16 | 16 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 79.2 | Sqm | |
17 | 17 | Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Foundations, footings, bases for columns | 8 | Sqm | |
18 | 18 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 5 | Cum |
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