Panchayat Raj Engineering Department Tender
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Panchayat Raj Engineering Department Tender
Civil And Construction
Bridge Construction
Opening Date21 Nov 2024
Closing Date5 Dec 2024
Tender Amount₹ 15,64,689
Costs
EMD
₹ 15,647Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
768197Tender No
Tender Notice No.TO/44/2024-25, Dt:08.11.2024, of EE, PR PIU Division, Nellore, SPSR Nellore District. (1st Call)Tender Authority
Panchayat Raj Engineering Department ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed for Footings in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST. for abutments and wings etc below GL
102.23
5382
550293
Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST. for abutments and wings etc above GL
69.74
5693
397061
Providing concrete for reinforced concrete M 25 grade (Design Mix) for Superstructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH, including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST. For Super Structure (Bed Blocks)
3.54
7041
24927
Providing and laying reinforced cement concrete M25 grade (Design Mix) for Super Structure using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH , including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST. for Deck slab and guide walls
5.7
8242
46980
Providing and laying cement concrete Wearing Course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH , including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST.
2.92
7213
21063
Cost and Supply of Mastic pad of Size12.70 mm thick including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST.
4.5
623
2807
Providing Weep Holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4Kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH., including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST.
30
269
8072
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH , including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST.
22.57
1066
24067
Providing and laying Filter Media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST.
12.05
2675
32244
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST
0.65
78955
51321
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST.
10.46
171
1789
Construction of Improved Subgrade / Shoulders by using Selected earth having minimum CBR of 10%, MDD not less than 1.85g/cc with LL & PI not more than40% and 20 respectively with all lifts and leads and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to meet requirement of Table 300.2 as per Technical Specification Clause 303 MORD / 305 MORTH including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST
128.38
545
69999
Construction of Granular Sub-Base by providing well graded HBG material (Grading III material) (Table 400.1) , 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 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 402 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of Engineer in charge.1,including overhead and contractor profit @ 13.615% But excluding Seignorage Charges and GST.
26
2767
71966
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead and contractor profit @ 13.615% But excluding Seignorage
16.58
7403
122748
Total Items ( 17 Items) Only
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1564689
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