Vardhman Mahaveer Open University Tender
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Costs
EMD
₹ 33,260Document Cost
₹ 1,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2023_VMOU_314474_1Bid Award Id
ViewTender No
NIT 30/2022-23Tender Authority
Vardhman Mahaveer Open University ViewPurchaser Address
-Website
http://https://www.vmou.ac.in/
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Documents
BOQ Items
Providing, laying and spreading of granular sub-base by providing coarse graded Material, 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 MoRTH Specification : clause No. 401. Grading-II
44.45
20536
462
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia.
62.5
67750
1084
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M-15 grade Nominal Mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
23.71
109635
4624
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 (1 Cement : 6 Sand).
107.59
305343
2838
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
5.08
24978
4915
Providing and Laying cement concrete M-10 grade mix base/sub-base using cement, sand, flyash and coarse aggregates proportioned as per Table 4 of IRC:74-1979 and with water content ratio, slump and compressive strength as defined in the said Table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide Clause 7.6.3 of IRC:74-1979, construction joints properly formed at the end of day’s work, cured for 14 days, all as specified in IRC:74-1979 and as per approved plans.
81.47
180379
2214
Providing and Laying un-reinforced, dowel jointed, plain cement concrete 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 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, 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, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
108.63
558140
5138
Earth work in excavation by mechanical means (Hydraulic Excavator) manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary rock.
5.08
24978
4915
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
15.08
49777
3302
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thick.
217.75
45945
211
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