Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date14 Nov 2024
Closing Soon22 Nov 2024
Tender Amount₹ 3,50,50,942
Costs
EMD
₹ 19,60,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUCZ_973816_5Tender No
6105/ETENDER/STP-KHERI/24-25 Dt 05.11.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam 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 theinterstices of coarse aggregate ,watering and compacting to the required density.
118
5550
654900
Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam 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 nterstices of coarse aggregate, watering and compacting to the required density.
750
5500
4125000
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (3.5% emulsion & 1% cement) Including cost of Emulsion.
1375
8800
12100000
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure Distributer at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom Including cost of Bitumen.
13750
14
192500
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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. Including cost of Bitumen.
13750
187
2571250
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall.Including cost of Bitumen.
13750
69
948750
Construction of shoulder with approved material obtained from borrow pits,with a lift up 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. as per Technical Specification clause 301.5.
1800
87
156600
Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer in charge with in a distance of 60 meters (200 feet). As Per SOR Item No. 694
4.2
1080
4536
Distmantling brick work or stone work in lime or cement mortar and including stacking materials as directed by Engineer in charge with in a distance of 60 meters ( 200 feet).As Per SOR Item No. 692
16
500
8000
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
465
130
60450
Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete.
2000
139
278000
Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete.
12
4700
56400
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.
4000
155
620000
Sand filling in plingth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials. Labour and T&P etc required for proper completion of the work.
32
820
26240
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.
33
7650
252450
Cement Concrete in foundation with 1 : 4 : 8 cement coarse sand and 40 mm. stone ballast supply of all material, labour and T&P etc required for proper completion of work. As per PWD SOR 281.
2.7
6000
16200
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203.
10
7400
74000
Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204
22
78
1716
Providing and laying reinforced cement concrete M-25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
25
10300
257500
Providing and laying reinforced cement concrete M-30 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
128
10500
1344000
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in All Plasces complete as per Drawing and Technical Specifications.
155
9750
1511250
Providing weep holes in plain/reinforced concrete abutment ,wing wall and return wallwith 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face. complete as per drawing and technical specification.
87
270
23490
Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412
620
525
325500
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
34
4500
153000
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
155
4200
651000
Earth work in embankment in ordinary soil, excavation to be done in form of regular pits not exceeding 1/2 M. in depth and work of embankment to be 20 cm layers including ramming & dressing the surfce to the required levels & slopes and including 1.5 m lift and 30 m. lead from the cutting to be used in making embankment or to be deposited as spoil banks with in 30 m. distance as directed by Engineer-in-charge for proper completion of work.
2800
155
434000
Providing, laying and Fixing of 1000 mm dia Np-3 H.P. culvert
22
4600
101200
5 years maintinence charges P.C. work @ 7.50% BOQ cost
1
2000000
2000000
5 years maintinence charges C.C. work @ 2.50% BOQ cost
1
150000
150000
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