Tender For C . C . Road And Drain Nirman/ Repair Work From Yogendra Kumar Sharma House To Ramkaran Jangid , Bharat Lal Meena House To Satyanaraine Gupta House Tak , Sharma Genral Store Housing Board To Madan Lal Gupta House , Ward No 13 , Dausa .
Tender Overview
Project Description
tender for C . C . Road And Drain Nirman/ Repair Work From Yogendra Kumar Sharma House To Ramkaran Jangid , Bharat Lal Meena House To Satyanaraine Gupta House Tak , Sharma Genral Store Housing Board To Madan Lal Gupta House , Ward No 13 , Dausa .
BOQ
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001113 | 540 | P.Sqm |
| 2 | 2 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | BI01010001010000000000000515BI0100001114 | 450 | P.cum |
| 3 | 3 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material | BI01010001010000000000000515BI0100001113 | 49.5 | P.cum |
| 4 | 4 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks | BI01010001010000000000000515BI0100001115 | 45 | P.Cum |
| 5 | 5 | Providing and laying rolled cement concrete mix of M-10 base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve the designed flexural strength, finishing and curing complete as per clause 603, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | BI01010001010000000000000515BI0100001114 | 60 | P.Cum |
| 6 | 6 | Providing and laying un-reinforced, dowel jointed, plain cementconcrete mix With Concrete Mixer & vibrator pavement over aprepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregatenot exceeding 25 mm, mixed as per approved mix design, laid,spread, compacted and finished in a continuous operation ncludingprovision of contraction, expansion, construction and longitudinaljoints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, admixtures (if required) as approved, curingcompound, finishing to lines and grades complete as per drawingand as per clause 602, 112 of MoRT&H specification including allmaterial, labour, machinery, lighting, guarding and maintenance of diversion.PCC M-20 | BI01010001010000000000000515BI0100001115 | 127.5 | P.Cum |
| 7 | 7 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001113 | 54 | sqm |
| 8 | 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001114 | 10.8 | P.Cum |
| 9 | 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick | BI01010001010000000000000515BI0100001115 | 36 | sqm |
| 10 | 10 | Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge. Average thickness 60 to 75 mm | BI01010001010000000000000515BI0100001113 | 21.6 | sqm |
| 11 | 11 | Cement plastering including T&P, scaffolding, material and complete labpour,including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : 1:6 (1 cement : 6 fine/ coarse sand) | BI01010001010000000000000515BI0100001113 | 90 | sqm |
| 12 | 12 | Neat cement punning | BI01010001010000000000000515BI0100001114 | 90 | sqm |
| 13 | 13 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe (\"B\" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole inroad/ ground, providing and fixing two rows of 40 mm dia M.S. pipe (\"B\" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis) | BI01010001010000000000000515BI0100001115 | 30 | mtr |
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