Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date8 Jan 2025
Closing Date11 Feb 2025
Tender Amount₹ 1,53,80,000
Costs
EMD
₹ 9,69,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEGKP_988140_5Tender No
8201(i)/135C-Gkp Circle/2024 Dated 07-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed and placed in foundation and compacted by vibration including curring for 14 daya
85
8500
722500
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RCC M 25 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical Specification
117
8700
1017900
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RCC M30 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical Specification
200
10500
2100000
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RCC M30 Providing concrete for plain/reinfored in Sub structure complete as per drawing and technical specification
330
11600
3828000
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RCC M35 Providing concrete for plain/reinforced concrete for wearing coat including HYSD bar complete as per drawing and technical Specification
30
10100
303000
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Supplying, fitting and placing HYSD bar reinforment in foundation complete as per drawing and Technical Specification Clause 1002, 1010 and 1202
60
55000
3300000
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Providing weep holes in brick masonary/Stone masonary, Plain/reinforce concrete abutment wing wall returen wall with 100mm dia Ac pipe extanding through the full width of the structure with slope of 1(V):20(H) toword drawing face complete as per drawing and technical specification
204
164
33456
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Back filling behind abutment wing wall and return wall complete as per drawing & technical Specification
86
4500
387000
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Providing & Fixing in position 20mm thick premoulded joint filler in expansition joint fo fixed ends of simply supported spans not exceding 10m to cater for a horizontal ovement upto 20mm cocerd with sealent complete as per drawing and technical specification
204
62
12648
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PART -B Approach Road
-
-
-
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Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20") in depth and earth work in jembankment to be in 20cm (80") layers, including mming and dressing the surface to required levels and slopes and including 1.5m (5") lift and 30m (100") lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100") distance as directed by the E/I
735
100
73500
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Providing, laying and spreading GSB Graded material on a prepared sub grade, adding cement OPC @ 2% by weight to be spread on material manualy, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive stregth and to form a layer of sub base.
19
4500
85500
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Providing, laying and spreading WBM Graded material on a prepared sub base, cement @ 4% by weight to the spread material manualy, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base.
18
4800
86400
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Providing and applying Primer coat with bitumen emulsion on prepared (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means. As per technical specification clause 502
187
30
5610
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Providing and applying tack coat with bitumen emulsion (VG-10)using emulsion pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503
187
14
2618
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508
187
198
37026
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Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510
187
71
13277
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Construction of K.C drain including excavtion as per SI N0 251, Providing and laying LC 1:2:4 as per sI no 251 proving and laying LC 1:4:8 as per SI 279(a) Complete as Per direction of Engineer in charge
16
5500
88000
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Construction of Chute drain @30 m C/C including excavtion as per SI N0 251, Providing and laying LC 1:4:8 as per sI no 251 proving and laying LC 1:2:4 as per SI 279(a) Complete as Per direction of Engineer in charge
12
4000
48000
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Road Marking Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
10
618
6180
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PART - C Protection Work
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-
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
214
120
25680
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Providing and laying Filter material(GSB) underneath pitching in slope as per drawing and technical specification Clause 1302
18
4200
75600
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe embankment complete as per drawing and technical specification .
137
3750
513750
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Providing and laying Boulder apron foir bed protection with stone boulder of minimum size and weight as per table 1300.1, no fragment weighting less than 25kg laid dry complete as per drawing and technical specification clause 1301
209
3750
783750
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