Public Works Department Tender
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Public Works Department - PWD Tender
Education And Training Services
Eprocure
Opening Date12 Jan 2022
Closing Date28 Jan 2022
Tender Amount₹ 8,71,000
Costs
EMD
₹ 17,420Document Cost
₹ 2,000Tender Fee
₹ 295
Description
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Contact
Tender Id
2022_PWDRB_177726_1Bid Award Id
ViewTender No
18/SAC/TENDER/2021-2022Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. 2.1.1 All kinds of soil.
20800
-
8.03
Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming consolidating in layers not exceeding 20cm in depth and dressing complete
348.16
-
672
12 mm cement plaster of mix : 13.1.2 1:6 (1 cement : 6 sand)
42.12
-
138
Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(Area of panel not to exceed 2.0 sqm) 11.1.1 40mm thick with 20mm nominal size stone aggregate.
40.5
-
270
White washing with lime to give an even shade:
13.43.1 New work (three or more coats)
36.72
-
11
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
16000
-
4.14
Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
88.62
-
72
Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly.
19.4.1 110 mm diameter OD
12
-
234
Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long complete as per standard design.
8
-
3172
Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 17.59.3 Single tee with door 17.59.3.2 110x110x110 mm
8
-
346
17.59.5 Bend 87.50 17.59.5.2 110 mm bend
8
-
172
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 340x410x265mm sizes respectively.
8
-
733
Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
8
-
1564
Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR 30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.
100.2
-
764
Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification.
(i) Grading- I (63 to 45mm)
(a) Using Screening Type-A (13.2mm Agg.)
12.49
-
1015
Dry rubble Flooring
41.82
-
2365
Surface Drains in Soil
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres as per relevent clauses of section-300.
61
-
41
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