Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date16 Nov 2024
Closing Soon30 Nov 2024
Tender Amount₹ 10,60,463.43
Costs
EMD
₹ 1,06,000Document Cost
₹ 856Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_972408_28Tender No
4173/10A/24 date-30-10-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications
78.3
6200
485460
R.C.C work with cement approved coarse sand in 2 cm gauge, approved stone ballast in the proportion of 1:1.5:3 in Bed block & slab excluding supply of reinforcement (S.I-289)
13.2
7050
93060
Mild steel of Iron in plain work such as reinforced concrete (when not included overall rates) wrought to required shape as necessary including supply of steel, its wastage and hook and suthorised overlapping shjall be measured. (S.I.-504)
10.36
7300
75628
12 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80 mm. In girth and finished even and smooth. No extra for mixing any additive.
51.19
142
7268.98
Providing A.C. pipe 75mm dia for weephole including cost of all material labour, T&P etc. required for proper completion of work
10.8
77
831.6
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(Morth specification no-305 Page-62-63)
775
124
96100
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading -I (Morth specification no-401-B by mix in place method Page-81)
25
3300
82500
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Grade-II specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 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. Grading-I (Morth specification no-404 (i)Page-108)
5.25
3530
18532.5
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Grade-III specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 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.(Morth specification no-404- II Grading-II( Page-108)
5.25
3560
18690
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Morth specification no-305 Page-64-65)
7.49
125
936.25
Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (Morth specification no-502 A-(I) Prime coat over WMM/WBM, Page-127)
70
45
3150
Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Morth specification no-503 (ii) Tack coat on Granualr suftace treated with primer, Page-131-132)
70
11
770
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. Open graded premix surfacing(Morth specification no-510 Page-148-149)
70
165
11550
Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.(Morth specification no-511(ii) case - Type-B Page-153-154)
70
51
3570
Supply & Laying of Hume pipe in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge (Labour rate only) N.P-4-Type (a) 1000 mm dia
7.5
8419
63142.5
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