Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date19 Jan 2024
Closing DateCancelled
Tender Amount₹ 85,20,000
Costs
EMD
₹ 6,30,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEALD_882595_1Bid Award Id
ViewTender No
6592/93C/etendering/P.F.C/2023 Dt 23.12.2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Water Bound Macadam Grading-II Providing, laying, spreading and compacting stone aggregates of 63-45 mm sizes to water bound macadam G-2 (Quarry Shankergarh) 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 requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 2 as per Technical Specification clause -405 (2)A Including labour cess & Royality but exluding GST
33
95700
2900
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Water Bound Macadam Grading-III Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam G-3 (Quarry Shankergarh) 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 requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 as perTechnical Specification clause -405(3)A Including labour cess & Royality but exluding GST
33
102300
3100
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Brick edging on both side of the road of first Brick class M 150 8 cm wide and 12 cm deep laid with mud mortor including labour & supply of brick finished to required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the E/I. of the work includkng material, all labour, T&P etc. for proper completion of work.
0.1
6850
68500
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Earth work in same as above Item No. 1 but for construction of shoulder in Patri
68
6460
95
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical specification clause - 502(I) Including labour cess cost of Emulsion but exluding GST
380
11400
30
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Providing and applying tack coat with bitumen using bitumen pressure distributor @ 0.35 Kg/Sqm. on the prepared bitumin surface cleaned with hydralic broom, As per MORD specification 503 Including labour cess cost of Bitumen but exluding GST
380
5320
14
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Providing, laying and rolling of open - graded premix surfacing of 20 mm compacted thickness with 13.2 mm crushed stone grit @ 0.18cum/10sqm and 11.2 mm size crushed stone grit @ 0.09cum/10sqm from approved quarry (Quarry Kabrai) and bitumen @ 1.46Kg/sqm to required line, grade and level to serve as wearing course on a previously prepared base, mixing in a suitable plant or by mixall, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades, including cost of material, labour, plant, machinery and T&P complete as per MORD Specification No.508(II) Including labour cess, Royality, Cost of bitumen but exluding GST
380
65360
172
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Providing and laying seal coat type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.5 mm crushed stone grit @ 0.09cum/10sqm from approved quarry (Quarry Kabrai) and bitumen/emulsion @0.65kg/sqm including cost of material, labour, plant, machinery, mix all and T&P, complete as per MORD Specification No.510( a) Including labour cess, Royality, Cost of bitumen but exluding GST
380
22040
58
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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 Morth Specification No.SI. No. 15.01
1200
64800
54
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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical PCC Grade M-15
79
402900
5100
... More
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
720
4932000
6850
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RCC Grade M25 using batching plant transit mixer & Concrete pump S.I. No.15.11
145
1319500
9100
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per Morth Specification No. SI. No. 15.18 2702
15
225000
15000
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Morth Specification No. SI. No. 15.13 , 1600
171
1197000
7000
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Struck Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications as per Morth Specification No. 15.08 1300 & 2200
570
39900
70
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Flush pointing on floors with cement mortar consisting of one part cement & three parts of C. sand of 1.25 F.M. including supply of all material,labour and T&P etc required for proper completion of the work. as per Morth Spec. No. 15.14 2706 & 2200
155
10850
70
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref. to MoRTH Specification No 2706 & 2200
55
18700
340
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Providing Tarfelt over bed block including suply of material labour T&P etc complete as per direction of I/E.
31
3565
115
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. S.I. No. 9.25
17
680
40
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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. Ref. to MoRTH Specification No 710.1.4.of IRC:78 and 2200.
50
125000
2500
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