Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date20 Feb 2019
Closing Date26 Feb 2019
Tender Amount₹ 79,00,000
Costs
EMD
₹ 6,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEJNS_313753_1Bid Award Id
ViewTender No
453/35C-Banda Cricle/18-19 Date 28-01-2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
WBM Grading 3 (with cement @ 4%)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hadn packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interestices of coarse aggregate, waterig and compacting to the required density Grading 3 as dper Technical specification Clause 405. including 4% cement (OPC) & its Mixing with Rovatater.
735
1881600
2560
Providing and applying tack coat with Bitumen (VG-10) using distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5250
59325
11.3
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.
5250
506625
96.5
Seal Coat
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
5250
168000
32
Construction of embankment with material Obtaind from Barrow Pits as per MORD 301.5
1250
106875
85.5
Construction of 1000mm,600mm dia culvert
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. S.I.No-253(b)
64.28
7070
110
Fine Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km. (5 miles) from the side of work & including watering,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. S.I.No-255
8.25
8250
1000
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. for bdding
13.38
26760
2000
Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 12:6:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.
2.25
7875
3500
Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.
2.69
11029
4100
Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.
(Chpt-8 Add Item (b)
41.94
150984
3600
Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work S.I.No-577
51.96
7534
145
Cement concrete with 20mm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (As per Chap-5 S.I. No. 279a)
0.43
2322
5400
Providing and laying of hume pipe 1000 mm dia NH-3 for culverts with filing of joints in cement and sand mortar in 1:2 including labour, T&P etc required for proper completion of work as per of Engineer-in-Charge.
7.5
47250
6300
Providing and laying of hume pipe 600 mm dia NH-3 for culverts with filing of joints in cement and sand mortar in 1:2 including labour, T&P etc required for proper completion of work as per of Engineer-in-Charge.
7.5
19597
2613
White washing of Parapet Number plate painting & numbering of culvert.
1
1000
1000
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