Tender For Construction Of Tiles Roads From Masjid Bad To Bada Jain Mandir,Babulal Jain To Kalam Khan, Cc And Drain At Sanjay Upadhay And Jaal On Nala At Bus Stand In Ward 31, Lalsot
Tender Value
15.86 Lakhs
Estimated cost
Bid Submission
06 Feb 2023
0 days left
EMD
31720
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 Tiles Roads From Masjid Bad To Bada Jain Mandir,Babulal Jain To Kalam Khan, Cc And Drain At Sanjay Upadhay And Jaal On Nala At Bus Stand In Ward 31, Lalsot
BOQ
| Sl. No. | Item Description |
| 1 | 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 site 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, clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :black cotton soil, kankar, etc. Depth upto 1.5 m 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 3 | 9.3 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.. |
| 4 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with finesand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete asper specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. .9.10.2 80mm thick |
| 5 | Centring and shuttering with plywood or steel sheet upto two storiesor height upto 7.5 metre above plinth level including strutting,propping etc. and removal of form for :22.1.1 Foundations, footings, bases of columns, etc. for mass concrete. |
| 6 | 32.50 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 32.50.1 Two or more coats on new work |
| 7 | 29.1 Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 8 | Providing and laying un-reinforced, 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 asper approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.9.6.1 PCC M-20 |
| 9 | 23.19 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. 23.19.6 Thermo-Mechanically Treated bars. |
| 10 | Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffoldingwherever 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. 2.4.2 Cement Concrete Grade M-15 and above and PCC blocks |
| 11 | Stone work (machine cut edges) for wall lining etc. (veneer work)backing filled with a grout of 12mm thick cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar1:2 (1 white cement : 2 stone dust) with an admixture of pigmentmatching the stone shade : (To be secured to the backing by meansof cramps which shall be paid for separately) :White sand stone - exposed face fine dressed with rough backing30 mm thick. |
AI Tender Summary
Tender Timeline
Jan 26, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 06, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 06, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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