Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Jan 2025
Closing Soon22 Jan 2025
Tender Amount₹ 84,00,000
Costs
EMD
₹ 6,20,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEALG_993357_1Tender No
6007/Cashier(PDK)-AC/2024-25 Dt 10-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Plain Cement Concrete M15 in Open Foundation complete as per Drawing and Technical Specifications.
44
7500
330000
... More
RCC Grade M25 using batching plant transit mixer & Concrete pumpSame as Item 12.8 (E) upto 5m height, excluding formwork. For cost of formwork, add 4 per cent of cost of material, labour and machinery instead of 3.75 per cent .
133
8800
1170400
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RCC Grade M25 using batching plant transit mixer & Concrete pump Same as Item 12.8 (E) upto 5m height, excluding formwork. For cost of formwork, add 10 per cent of cost of material, labour and machinery instead of 3.75 per cent .
260
9500
2470000
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1600 sr no 9.16
32.2
88000
2833600
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
21
4700
98700
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. Reference to MORT&H Specification 2503 Sr No 15.1
26
4000
104000
... More
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications Reference to MORT&H Specification 1300 & 2200
52
7000
364000
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
70
180
12600
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
30
295
8850
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Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.
155
480
74400
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Finishing walls with Acrylic Smooth exterior paint (Apex) of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
91
140
12740
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads up to 1 .00 km, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
130
180
23400
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 40
20
4500
90000
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Providing, laying, spreading and compacting stone aggregates of 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 2 as per Technical Clause 405(4.8.3)
20
5000
100000
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Providing, laying, spreading and compacting stone aggregates of 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(4.8.3)
20.31
5000
101562.5
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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.
0.05
70000
3500
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Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means
350
39
13650
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Providing and applying Tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on Primed/Granular surface cleaned with Hydraulic broom as per Technical Specification Clause 503
268.75
17
4568.75
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2 mm (Proportion 2:1) aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. Technical Specification Clause 511. (MORTH)
268.75
190
51062.5
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Providing and laying of premix sand seal coat with HmP of appropirate capacity not less than 75 tonne/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.as per MoRT&H Specification Clause No.513(ii).
350
60
21000
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SUPPLY OF 1200mm Pipe RCC HUME PIPE NP-3 (SOCKET
HUMEPIPE)
7.5
7500
56250
... More
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads up to 1 .00 km, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
558
180
100440
... More
Brick soling with straight overburnt bricks laid on edge including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8") depth of local earth P.I. 5 to 7 or sand over the entire surface and including labours, T&P etc. required for proper completion of work.
480
530
254400
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