Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date25 Feb 2021
Closing Date4 Mar 2021
Tender AmountRefer Documents
Costs
EMD
₹ 7,95,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_CEJNS_556199_12Bid Award Id
ViewTender No
457/35C-Banda Circle/2021 Dt. 06-02-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Providing, Laying and spreading material on a prepared sub grade, adding cement @ 4% by weight of the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achive the desired unconfined compressive strength and to form a layer of sub base.
1730
-
3300
Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.35 to 0.45 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
12375
-
10.5
Providing laying & 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 . Claues 508
12375
-
121
Providing and laying seal coat Type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using As per Technical Specification Clause 510
12375
-
39
Construction of Earthen Shoulders with Stablization of Soil with 2% slaked lime
Construction of embankment in stablized Soulder with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4
3500
-
280
Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251)
93
-
110
Sand filling in plinth including supply of necessary quantity of sand the site 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)
12
-
1000
Cement concrete with 4 cm 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 as per direction of the Engineer-in-charge (S.I.No. 279).
22
-
4200
Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants eyc. Required for proper completion of the work.
73
-
5300
P.C.C.. work with proportion 1 : 2 : 4 cement sand & 20 mm gauge stone grit on proper completion of work.
0.15
-
5500
12 mm thick plaster on brick work not less than 10mm with cement mortar in proportion 1:4 cement and fine sand of 1.25 F.M. including cost of all matetials labour, T& P etc. required completion of the work as per direction of the Engineer-in-charge SI.No. 584
235
-
130
Providing and laying 1000mm dia reinforced concrete pipe NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 but excuding excavation protrction work, backfilling, concrete and masonary works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B)
22.5
-
5300
S & Laying in the Hume pipe with collars 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 N.P-3-Type (a) 600 mm dia
22.5
-
2401
Supply & Laying cement concrete pipe NP-3 350 mm dia (burried Conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation protection works, backfilling. concrete and masonary work in head wall and parapoets as per MORD specification no. 1100 sr no. 9.7 as per Data book item no. 9.70
22.5
-
1255
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