Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date22 Oct 2018
Closing Date30 Oct 2018
Tender Amount₹ 83,00,000
Costs
EMD
₹ 6,15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEAGR_264388_1Bid Award Id
ViewTender No
6178/Cashier(CDE)-Ali.Cir-18 Date. 12.10.2018Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
Construction of Tundla Etah (SH-31) Road to nagla Bhawani to Rajgarh road.
Constructon of the Tundla Etah (SH-31) road to Nagla Bhawani to Rajgarh Road
BOQ Items
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Cement Treated base : Providing Laying and spreading meterial on a prepared sub grade adding cement @ 4% by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired and to form a layer of base.
637.5
2486250
3900
... More
W B M Grade-3 Providing Laying Spreading and Compacting Stone aggregates of specific sizes to water bound macadem specification including spreading in uniform thickness, hand 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 interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3) (Including labour Case)
28
106400
3800
... More
Tack Coat Providing and applying Tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.35 kg per sqm on the Primed/Granular surface cleaned with Hydraulic broom as per MORTH Technical Specification Clause 503.(Including cost Bitumen) (Including labour Case)
6375
86062
13.5
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20 mm thick Open-Graded Premix Carpet using Bitumenious :- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2mm (Proportion 2:1) aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, incluing mixing in a suitable mixall, laying and rolling with a three wheel 80-100kN static roller capacity, finished to required level and grades. Technical Specification Clause 511. (Including cost Bitumen) (Including labour Case)
6375
1083750
170
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Seal Coat Type -C Providing, laying seal coat sealing the voids in a bitumenious surface by using crushed stone aggregates of 6.7mm to 2.36mm size of approved quarry, using bitumen of approved grade laid to the specified levels, grades and cross fall including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity, complete as per directed by Engineer-In-Charge Technical Specification Clause 510. (Including cost Bitumen) (Including labour Case)
6375
350625
55
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Laying Cement Concrete pavement (C.C. Road Slab) consisting 1:1½:3 Cement Coarse sand and approved 2cm (3/4”) gauge stone grit (upto 15cm thick) over prepared sub base grade after its rectifications and bringing it to proper camber and including supply of all materials, labour & T&P etc. required for proper completion of work finished to temp as directed by E/I but excluding cost of material required for rectification of the sub-grade. (Including labour Case)
56.25
424687
7550
... More
Carted Earth filling in Patries in 20cm layer and its compation I/c royalty and upto lead of 2 Km from work site etc. all complete. Required for proper completion of work all as per Direction of Engineer of I/c. (Including labour Case)
70
9800
140
... More
Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling, watering and 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 30m from the foundation trenches.S.I. No. 251. (Including labour Case)
296
37000
125
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Supply & Laying of N.P.-3 Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance.as per Chap.No 20 Item No. 18 & Chap.-1 Item No. 29. (Including labour Case)
350mm dia
22.5
24727
1099
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900mm dia
15
28590
1906
... More
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floor Including cost of all material , labour, T&P, and complete in all respact. S.I. No. 281. (Including labour Case)
41
205000
5000
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Class-150 brick work in 1:3 cement and coarse sand of 2.50 fineness modulus mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. As per PWD S.I. No. 307. (Including labour Case)
82
393600
4800
... More
12mm Cement plaster in (1 cement : 4 Coarse sand) single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive.As per PWD S.I. No. 584. (Including labour Case)
130
18850
145
... More
Struck Pointing on brick work on edge floor with cement mortar 1:2 (1cement :2 coarse sand) As per PWD S.I. No. 574. (Including labour Case)
60
9000
150
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Providing and laying cement concrete in 1:2:4 of not less than strength of M-15 Stone grit (20 mm nominal size) approved coarse sand and cement, curing complete, Including cost of form work. In Foundation and floors.S.I. No. 279(a) (Including labour Case)
10
63000
6300
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