Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Jan 2025
Closing Date5 Feb 2025
Tender Amount₹ 90,12,000
Costs
EMD
₹ 6,60,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEDPW_990479_1Tender No
3480/8 Kam/e_Tendering/BRH-SWT Circle/2024-25 Dt. 19-12-2024Tender 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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Providing and laying O.B.B. material underneath brick work in drain complete as per drawing and technical specifications Clause 1302
3
2200
6600
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Sand Filling in FDN complete as per Drawing and Technical Specifications. MORTH 304 SR No. 12.03
35
1470
51450
... More
PCC 1:3:6 nominal mix in Foundation with crusd stone Aggrigate 40 mm Nominal size Mechenicaly mix ,Placed in foundation and Compactiing by Vibration including Curing for 14 days. MORTH 2100 Sr No. 12.04
33
7620
251460
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Providing and laying reinforced cement concrete 600mm dia NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
7.5
2400
18000
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Providing and laying reinforced cement concrete 350mm dia NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
15
1400
21000
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M25 using batching plant & manual placing( MORTH 1500,1700 &2200 Sr No. 15.11 E Case II)
165
11200
1848000
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PCC Grade M20 Using Batching Plant ,Transit Mixher and Manual PlacingRCC Grade M20 using batching plant & manual placing (MORTH 1500,1700 & 2100 Case II Sr No. 15.11 BII)
14
10400
145600
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications MORTH 2702 Sr No. 15.2
5.5
14700
80850
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORTH 1600 &2200 Sr No. 13.06
17
82650
1405050
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Brick work with 150 class brick in cement mortor 1:4 cement and coarse sand in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work As Per SI No. 305 (b).
6.5
6000
39000
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Pointing with cement mortar (1:3) on brick work in sub structure & super structure as per drawing and technical specification clauses 613.3, 1204 and 1208.4
16.5
77
1270.5
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Providing Weephole in rainforcement concreet slab ,abutment,wing wall with 100 mm dia ac pipe extending through the full width of the structure with slop of 1V:20H towards drawing face ,complete as per drawing and specifacation as MORTH Spec 2706 and 2200
80
325
26000
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Drainage Spouts complete as per drawing and Technical specification MORTH 2705 Sr No. 15.17
10
3430
34300
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Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and Specification MORTH 710.1.4.of IRC 78&2200 Sr No. 15.23
28
2260
63280
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Dismentaling of Rainforce Cement Concreet or Rain Force Brick Work Including Staking Of Materials as per Direction of Engineer in Charge with in a Distence of 60 mt.
48
1020
48960
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. MORTH 800 Sr no. 14.16
47
129
6063
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Earthwork in cutting or in embankmentin ordinary soil , excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer - in - charge. As Per SI No. 253.
2000
102
205000
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Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m. (5fts.) and lead upto 30m. (100fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.. As Per SI No. 251.
114
125
14250
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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 (MORD) Technical Specification Clause 401.
114
4250
484500
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Providing, laying, spreading and compacting stone aggregated of 45-63mm gauge sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoth wheel 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading as per (MORD) Technical Specification Clauses 405.
278
5100
1417800
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Providing, laying, spreading and compacting stone aggregated of 22.4-53mm gauge sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per (MORD) Technical Specification Clauses 405.
278
5050
1403900
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Brick Edging on both side of road of 1st class bricks 8cm (3") wide & 12cm deep laid with mud mortor including labour, supply of bricks finished with required templete and proper elignment and also includign dressing & ramming the excavated earth including all labour T&P sundries required for complition of work with material.
0.99
88800
87912
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Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.00kg/sqm using mechanical means as per (MORD) Technical SPecification Clause 502
3712
52
193024
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Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (iii)
3712
17
64217.6
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Providing, laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm 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 of Type C as per (MORD) Technical Specification Clause 508.
3712
198
734976
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per (MORD) Technical Specification Clause 510
3712
70
261696
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
525
92
48300
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