Construction Of Cc Road And Nali From Kothoon Road Idgah To Salim To Babu Shak Ward No 3 Construction Of Cc Road And Nali From Kothoon Road Idgah To Salim To Babu Ishak Ward No 3
Tender Value
10.78 Lakhs
Estimated cost
Bid Submission
13 Apr 2021
0 days left
EMD
10780
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lalsot → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Cc Road And Nali From Kothoon Road Idgah To Salim To Babu Shak Ward No 3 Construction Of Cc Road And Nali From Kothoon Road Idgah To Salim To Babu Ishak Ward No 3
BOQ
| Name of Work: construction of cc road & nali from kothoon road idgah to salim to babu & ishak ward no 3 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | 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)Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth ( 1 Km) | BI01010001010000000000000515BI0100001113 | 504 | cum |
| 2 | 1.02 | Providing and laying rolled cement concrete mix of M-10 bas 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 | 84 | cum |
| 3 | 1.03 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 | BI01010001010000000000000515BI0100001115 | 84 | cum |
| 4 | 1.04 | Centring and shuttering 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. | BI01010001010000000000000515BI0100001116 | 28 | sqm |
| 5 | 1.05 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable\nsite as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt,\nclay, black cotton soil, kankar, etc., patti nali, cross | BI01010001010000000000000515BI0100001117 | 44.32 | cum |
| 6 | 2 | Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer. 2.4.2 Cement Concrete Grade M-15 and above and PCC blocks,brick | BI01010001010000000000000515BI0100001118 | 0.9 | cum |
| 7 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001119 | 11.08 | cum |
| 8 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1.5:3 (1 Cement : 1.5 fine/ coarse sand : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001120 | 21.27 | cum |
| 9 | 5 | Stone work (machine cut edges) for wall lining etc. (veneer work)\nbacking filled with a grout of 12mm thick cement mortar 1:3 (1\ncement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) : white sand stone - Exposed face fine dressed with rough backing. \n | BI01010001010000000000000515BI0100001121 | 120 | Sqm |
| 10 | 6 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001122 | 11.34 | cum |
| 11 | 7 | Cement plastering including T&P, scaffolding, material and completelabpour, including cost of water, curing, racking of joints etc. with 20mm cement plaster of mix 1:4 (1 cement : 4 fine/ coarse sand: pillar | BI01010001010000000000000515BI0100001123 | 22.5 | Sqm |
| 12 | 8.01 | Providing and fixing of reinforced Ferro-Cement drain covers\ndesigned for 'A' class loading duly marked on cover with adequate\nsteel reinforcement having thickness 75mm to 150mm anti corrosive\nbitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures\nlike plasticizer, bond improving compound, shrinkage, resistance\ncompound, abrasion resistant complete as per approved design etc.:Standard Size 1000x800mm (100mm thick) for span 451 to 700mm | BI01010001010000000000000515BI0100001125 | 9 | Sqm |
| 13 | 8.02 | Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffolding\nwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer.\n2.4.2 Cement Concrete Grade M-15 and above and PCC blocks | BI01010001010000000000000515BI0100001126 | 5 | cum |
AI Tender Summary
Tender Timeline
Mar 27, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedApr 13, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 15, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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