Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date12 Nov 2024
Closing Soon18 Nov 2024
Tender Amount₹ 27,00,000
Costs
EMD
₹ 2,70,000Document Cost
₹ 854Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMRT_973054_9Tender No
2037/3A Date 25.10.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC M-15)
55.72
5717
318551.24
Class-150 Brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work. S.I. No. 307
200
4765
953000
Filling of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method complete as per Technical Specification Clause 401.
119.42
2087
249229.54
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC M-20)
39
6520
254280
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks, and authorized overlapping shall be measured and including cost of binding wire. S.I. No. 504
45.92
6777
311199.84
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC M-20)
9
6460
58140
12mm Thick plaster with cement and corse sand in 1:3 over brick work minimum thickness not to be less than 12 mm including cost of all types of materials, Labour, T&P etc. required for proper completion of the work. S.I. No. 582a
19.31
180
3475.8
Struck Pointing with cement mortar consisting of 1 Part cement & 2 Parts of fine sand of 1:25 fineness modulus including cost of all type material labour. T&P etc S.I.. No. 574
53.35
145
7735.75
Providing and laying 90mm dia PVC pipe abutmants to provide weep holes S.I. 30A
18
140
2520
Construction of Granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
25
2254
56350
Providing, laying, spreading and compacting stone aggregates G-2 of specific sizes to water bound macadam 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.
15
2390
35850
Providing, laying, spreading and compacting stone aggregates G-3 of specific sizes to water bound macadam 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.
15
2596
38940
Providing & applying tack coat with VG-10 bitumen at the rate of 0.20 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per Technical Specification
200
9
1800
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 120 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
200
122
24400
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.
200
42
8400
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. (3.0 Km cartage)
14.4
154
2217.6
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to the in 20 cm. Layers including ramming and dressing the surface to required levels and slops and also including 1.50 m. lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30m distance as directed by the Engineer–in charge. S.I. No. 253a
589.5
78
45981
Supply &laying 1000 mm dia NP-3 Hume pipe
12.5
5442
68025
Class-150 Brick work in 1:6 cement and fine sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work. For making of wall S.I. No. 303
6.3
4090
25767
12mm Thick plaster with cement and fine sand in 1:6 over brick work minimum thickness not to be less than 10 mm including cost of all types of materials, Labour, T&P etc. required for proper completion of the work. S.I. No. 586
40.2
140
5628
Road Sign Board
2
6000
12000
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