Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date7 Jun 2021
Closing Date15 Jun 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,384Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEAGR_593191_1Bid Award Id
ViewTender No
2372-SE Dt 10-05-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
W B M Grade-2 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/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 2 as per Technical Clause 405(2)
228.75
-
4500
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)
154.6
-
4650
Primer Coat :-
Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm using mechincal means as per technical specification Clause 502.
2062.5
-
27
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.
2062.5
-
14
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.
2062.5
-
158
Seal Coat Type -C Providing, 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.
2062.5
-
57
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.
140.6
-
7700
Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. SOR SI No. 765
0.55
-
70000
Earth work in embankment in ordinary soil in pataries excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge.(Rates excludes royalty of earth but excluding cost of earth.)
600
-
72
Earthwork in excavation for structures as per drawing and technical specification 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material & disposal upto a lead of 50 mtr., dressing of sides and bottom and backfilling in trenches with excavated material. (MORD Specification 11.1 (1100&300)
338
-
45
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labours and T&P etc. required for proper completion of the work. In Foundation and floors. as per SOR CH5, SI 275a
46
-
5800
Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation in road work including all materials, labours, T&P etc. required for completion of the work. CH-20, Sl.no. 18
15.6
-
1300
Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Coarse Sand not less than 2.25 FM) .as per SOR CH 6, SI 307
133.3
-
5400
Supply, laying and fixing of NP3 class hume pipes in proper position in culvert. Hume pipe 350 mm Dia
15
-
1465
Supply, laying and fixing of NP3 class hume pipes in proper position in culvert. Hume pipe 600 mm Dia
22.5
-
2446
Ruled Pointing on brick work with cement mortar 1:3 (1Cement : 3 Fine Sand) as per SOR CH 13, SI 574(A)
45
-
130
12 mm cement plaster on brick work with cement mortar of mix (All floors). (I) 1:3 (1 cement : 3 coarse sand) as per SOR CH 13, SI 583
504.2
-
185
2.5 cm Coping at 1:2:4 (1 cement : 2 coarse sand : 4 graded sotne of size 12.5mm)
5.75
-
6300
White washing with lime on undecorated wall surfaces (Two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and loose scales of lime wash and other foreign matters. as per SOR CH 16, (SI.No. 672)
43.37
-
13
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