Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date18 Feb 2025
Closing Soon5 Mar 2025
Tender Amount₹ 3,50,00,000
Costs
EMD
₹ 19,50,000Document Cost
₹ 2,354Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMBD_1007324_5Tender No
658/ETEN_RC/24_25_D_28_01_25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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RCC work in M-30 in well curb with cement, aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work.
65.73
8730
573822.34
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RCC work in M-30 in well steining with cement aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work.
496.7
8000
3973579.32
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Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil,clayey soil and rock as shown against each case ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level,
depth below bed level up to 3.0M
12
17500
210000
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Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil,clayey soil and rock as shown against each case ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level, depth below 3.00 to 10 M
28
27000
756000
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Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil,clayey soil and rock as shown against each case ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level, Beyond 10.00 M
32
80000
2560000
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M 25 grade plain cement concrete with 10 per cent extra cement in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in bottom plug.
154.51
7630
1178890.02
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M 25 grade plain cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in intermediate plug.
13.61
7270
98953.02
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Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001)
463.37
1100
509705.58
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M30 grade Reinforced cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in well cap.
102.05
7730
788846.5
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M 30 grade Reinforced cement concrete in substructure as per drawing as clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers
40
7730
309200
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers caps
82.72
7880
651864.49
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment columns
10.33
7880
81361
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment top beams
26.56
7880
209332.2
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in back walls
17.33
7880
136580.1
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in wing walls
9.97
7880
78573.45
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RCC M-35 in superstructure with cement approved coarse sand & 2cm gauge well graded grit including nece-sary shuttring placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all material labours T&P etc required for porper completion of wortk.
490.25
8050
3946490.41
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Providing and laying concrete wearing coat M-30 Grade including reinforcement complete as per drawing and technical specification
31.25
14100
440660.25
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HYSD steel or iron work in well steining well cats, abutment and their caps, slabs, curvs etc, brought to required shape including cutting, bending & also including cost of cecessary reinfocement for proper completion of the work.
170
77500
13175000
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M 30 grade renforced cement concrete approach slab excluding reinforcement as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001)
23.31
7880
183682.8
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M 15 ordinary grade plain cement concrete leveling course below approach slabs per drawings and clause 1500, 1600, 1700 & 2700 and MORT&H Specifications (2001)
11.66
6340
73892.7
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uPVC pipes (working pressure 4 kg / cm 2 ) Single socketed pipe
110 mm dia
27
120
3240
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Back filling behind abutment, wing wall and return wall with 40mm Stone ballast. complete as per drawing and technical specifications
505.05
3800
1919190
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Supply, fitting and fixing in positions true to line and level sixe elastomeric bearing comforming to IRC 83 (part II) section ix compelete with all accessories including all labour material T & P and testing charges required for the porper compeletion of the work as per drawing and Morth specifications (2001)
423360
1
469929.6
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Providing and laying of a strip seal expansions joint catering to maximum horizontal movement up to 70mm compelete as per approved drawing and standard specification to be installed by the manufacturer/s supplier or their aurthorized representative ensuring compliance to the manufacturer,s instructions for installation
46
14200
653200
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Drainage Spouts complete as per drawing and Technical specification
18
5600
100800
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Lucknow SOR 2022
166.68
1150
191682
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Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification.
126.8
4000
507200
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Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification
390.4
3500
1366400
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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. as per MORT&H specification No 12.1& 304
79.8
125
9975
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
29.52
6200
183024
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Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
80.57
6767
545252.48
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Plastering with cement mortar (1:3) , 15 mm thick on brick work in super structure as per Technical specification clause 613.4 & 1204.
294
228
67032
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
9.82
6340
62284.16
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
13747
192
2639424
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment 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 Specificatin Clause 401. (i) For Grading I Material
192.51
3440
662217.2
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Providing, laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to required density Grading 2 as per Technical Specification Clause 405.
108.75
4150
451312.5
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Providing, laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to required density Grading 3 as per Technical Specification Clause 405.
108.75
4120
448050
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Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge.
0.3
65500
19650
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Providing and applying primer coat of Low Porosity with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502.
1450
47
68150
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Providing and applying tack coat with Bitumin VG-10 using emulsion pressure distributer at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clauses 503.
1450
15
21750
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Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using 80/100 Grade bitumen bitumen to required line grade and level to serve as wearing course on a previously prepared base by manual means, including mixing in a suitable plants, laying and rolling with a three wheel 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508
1450
200
290000
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Providing and laying seal coat by manual means with VG-10 Bitumen sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specifications Clause 510
1450
65
94250
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
200
3107
621400
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row.....as per Mord specification.
15
2886
43294.5
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Pointing with cement mortar (1:3) on brick work in substructure.. Mord specification.
23.6
84
1982.4
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
6.8
6346
43152.8
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