Public Works Department Tender
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Public Works Department - PWD Tender
Excavation
Eprocure
+1Azamgarh, Uttar Pradesh
Opening Date4 Jan 2025
Closing Soon30 Jan 2025
Tender Amount₹ 35,80,00,000
Costs
EMD
₹ 50,00,000Document Cost
₹ 12,154Tender Fee
Refer Documents
Summary
Widening And Strengthening Work Of Bahraich-faizabad-azamgarh (sh-30) From Ch. 0.000 T
Description
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Contact
Tender Id
2025_CEDPW_990127_1Tender No
3364/8Kam/e_Tendering/BRH-SWT Circle/2024-25 Dt. 11-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
2150
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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 401
19328
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
10364
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC Cement + 3.50% Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
4572
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
2286
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Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
168600
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
5058
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Box Culvert (6x4.00 Mtr. 7 Cell & 3x3.00 Mtr. 3 Cell)
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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 MORT&H- 304 Sl 12.1
2254
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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M15 (40 mm below)
219
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750 mm thick stone flexible appron as per DRG.No. SD/111(Sheet 4 of 4)
449
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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M-20
425
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Furnishing & Placing Reinforcement concrete in super structure as per Drg. & MORTH technical specification CL.1500,1600 & 1700 Sr. No.14.1 (M25)
1508
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P/F 100 mm dia drainage spout MS pipe including pipe cast of material,Labour & T & P in Deck Slab as per DRG.No. SD/115(Sheet 3 of 4)
25
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P/F 80 mm dia weep holes in Wing Wall/Abutment in slop 1:20 as per DRG.No. SD/113(Sheet 1 of 6)
109
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P/L of cement concrete wearing coat M30 grade including reinforcement complete as per drawing and MORTH ,Technical Specification clause no. 2702 Sr. No. 14.4
54
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Providing laying and packing with GSB as filter materials behind Box Walls and Wing Walls. Including supply of all materials , labour T&P etc.
142
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Supplying, fitting and placing HYSD bar reinforcement(Fe 415) in substructure complete as per MORTH technical specification CL. 1600 Sr. 14.2
1302
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Providing & laying 80mm thick joint fills (sholitax board) in expension joint complete with all labour & T&P etc. as per direction of E/I.
116
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Box Culvert (3x3.00 Mtr. 1 Cell)
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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 MORT&H- 304 Sl 12.1
350
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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M15 (40 mm below)
97
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150 mm thick flat stone appron in embedded in 300 mm thick concrete (M15)
23
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750 mm thick stone flexible appron as per DRG.No. SD/111(Sheet 4 of 4)
85
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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M-20
180
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Furnishing & Placing Reinforcement concrete in super structure as per Drg. & MORTH technical specification CL.1500,1600 & 1700 Sr. No.14.1 (M25)
156
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P/F 100 mm dia drainage spout MS pipe including pipe cast of material,Labour & T & P in Deck Slab as per DRG.No. SD/115(Sheet 3 of 4)
18
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P/F 80 mm dia weep holes in Wing Wall in slope 1:20 as per DRG.No. SD/113(Sheet 1 of 6)
15
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P/L of cement concrete wearing coat M30 grade including reinforcement complete as per drawing and MORTH ,Technical Specification clause no. 2702 Sr. No. 14.4
11
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Providing laying and packing brick bats as filter materials behind Box Walls and Wing Walls. Including supply of all materials , labour T&P etc.
39
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Supplying, fitting and placing HYSD bar reinforcement(Fe 415) in substructure complete as per MORTH technical specification CL. 1600 Sr. 14.2
100
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Providing and laying pitching on slope laid over prepared filter media as per drawing & technical specification clause 2505 Sl 15.4
13
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Providing & laying 80mm thick joint fills (sholitax board) in expension joint complete with all labour & T&P etc. as per direction of E/I.
60
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Dewatering of executed sites of works and keeping it water continously free from excavationof foundation concreting,B/W i/cboring up to 4.50 m depth hirecharges of diesel pumping sets sets of 10 H.P.(Water Pump) & operator the maintenance, repair and operation during de- watering works i/c all materials, labour T&P etc.keeping extra diesel pumping sets as stand by arrangementsfor proper completion of work at site asper direction of E/I
1
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