Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Feb 2024
Closing Date7 Mar 2024
Tender Amount₹ 3,73,03,000
Costs
EMD
₹ 20,65,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Summary
Reconstruction Of Khuraliya Kishorganj Link Road In Km
Description
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Contact
Tender Id
2024_CEUCZ_907650_1Bid Award Id
ViewTender No
696/352C/E.TEND/STP-LMP/23-24 Dt. 05.02.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.350 kg per sqm on the prepared surface cleaned with hydraulic broom .
9538.57
114462
12
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 .
9538.57
1755096
184
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
9538.57
620007
65
Pre-coating of grit with 1 per cent of paving bitumen by weight of grit in a suitable mixer duly heated to 160 0C as per Technical Specification clause 507.25 (excluding bitumen) P1
45.75
45750
1000
Providing and laying surface dressing (P1)as wearing course in single coat using crushed stone aggregates of specified size (19mm) on a layer of bituminous binder laid on prepared surface and rolling with three wheel 80-100 KN static roller as per MORD Specification No.-507
1525
198250
130
Providing and laying llnd Coat surface dressing as wearing course in single coat using crushed stone aggregates of specified size (13mm) on a layer of bituminous binder laid on prepared surface and rolling with three wheel 80-100 KN static roller as per MORD Specification No.-507
1525
122000
80
CC work in Abadi Portion
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
91.5
490440
5360
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 33 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer as per approved, curing compound, finishing to lines and grades as per drawing 14 days curing.
274.5
2319525
8450
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable materia
421
54730
130
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
78
592800
7600
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203
161
1159200
7200
Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
47.4
400530
8450
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204
2340
374400
160
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
0.19
16340
86000
RCC Culvert
Earthwork 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,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
2350
305500
130
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.as per technical specification clouse 408
394
2994400
7600
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical speficiations .
1336
9619200
7200
Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
328
2902800
8850
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
30.7
2640200
86000
Plane/Reinforced Cement concrete in open foundation complete as per drawing and Technical Specifications. (M-20)
118
1003000
8500
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.1300&2200 SN.13.2
783
58725
75
100 mm dia PVC Pipe Including Supply and Fixing (Weep Holes).
192
19200
100
Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete.
23
108100
4700
Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete.
2186
306040
140
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits(carted earth) with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2.
5227
444295
85
Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets
75
487500
6500
Laying brick soling layer 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 rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
1500
858000
572
Construction of subgrade and earthen Embankment with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2.
1350
216000
160
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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 Specification Clause 401.
139
625500
4500
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
79
422650
5350
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
79
423440
5360
Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge.
0.2
19200
96000
Construction of embankment (in Patari) with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
67.5
5737
85
Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means.
1055
36925
35
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.350 kg per sqm on the prepared surface cleaned with hydraulic broom .
1055
13715
13
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 .
1055
194120
184
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
1055
68575
65
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
134
281400
2100
Suppying of Mechanically Woven Double Twisted Hexagond shaped wire mess crate of size 1.0x1.0x1.0 m mess size 10.0cm x 12.0cm, 10 SWGG.I. wire at Distt HQ (SOR. Chap-IV Si No 22 Irrigation)
200
240000
1200
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
468
1872000
4000
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