Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date25 Jun 2021
Closing Date8 Jul 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,594Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEUFZ_598909_2Bid Award Id
ViewTender No
2964/Nivida/1Com Ayo-Amb Circle/2021 Date 16.06.21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
281.25
-
4060
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
281.25
-
4030
Providing and applying primer coat with emulsion (SS2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 (Cost of Including Emlusion)
3750
-
30
Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Cost of Including Bitumen)
3750
-
14
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508 (Cost of Including Bitumen)
3750
-
183
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 (Cost of Including Bitumen)
3750
-
64
Brick edging 7 cm wide on both sides of the road With Staraight over burnt bricks complete as per PWD specification no. 20.15
1
-
81000
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty.
600
-
105
P/L of 600mm dia RCC NP-3 hume pipe
7.5
-
2100
P/L of 350mm dia RCC NP-3 hume pipe
15
-
1200
P/L of Cement concrete 1:4:8 (cement, fine sand, 40mm brick ballast) in foundation as per SI no. 275
0.53
-
4300
P/L of filter media of 25 mm gauge class-150 brick ballast below hume pipe
2.3
-
1150
Class-150m brick work with 1:3 cement and coarse sand mortar in foundation, parapet of culvert as per SI no. 307
84
-
5400
Struck pointing with 1:2 cement sand mortar as per SI no. 574
89.5
-
210
Cement plaster 12mm thick 1:4 Cement and fine sand of 1.25fm as per SI no. 584
1.7
-
155
Providing and laying in Cement concrete 1:3:6 (1Cement:3 Coarse sand :6 graded Stone aggregate 40mm nominal size) and curing complete,including cost fo formwork in foundation and floors.
23.47
-
6450
R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 1.5 Coarse Sand and 3 Stone grit 20 mm size) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-200
9
-
8350
Mild steel or iron in plan work such as reinforced concrete or reinforced brick work(When not included in an overall rates). Wrought to required shape as necessary including bending for proper completionof the work and including supply of steel its wastage bend hooks and authorised ovelapping shall be measured upto floor two level.
19.8
-
120
Providing and laying in Cement concrete 4:2:1 of not less than strength of M150stone ballast (20 mm nominal size grit) Ratio 2 approved coarse sand ratio 1 Cement.
1.5
-
7600
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