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Construction Of Balance Work Of Link Road Chaura To Rupi Majhgaon Sh C . O . Missing Bailey Bridge Over Rupi Nallah At Rd 8 . 660 Having Sapn 33 . 00 Mtr And Rd 18 . 645 Having Span 33 . 00 Mtr Under Package No . Hp0527, Bhabanagar-Himachal Pradesh

Public Works Department-PWD has published Construction Of Balance Work Of Link Road Chaura To Rupi Majhgaon Sh C . O . Missing Bailey Bridge Over Rupi Nallah At Rd 8 . 660 Having Sapn 33 . 00 Mtr And Rd 18 . 645 Having Span 33 . 00 Mtr Under Package No . Hp0527. Submission Date for this Tender is 01-05-2021. Civil Work Tenders in Bhabanagar Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

27713008
Construction Of Balance Work Of Link Road Chaura To Rupi Majhgaon Sh C . O . Missing Bailey Bridge Over Rupi Nallah At Rd 8 . 660 Having Sapn 33 . 00 Mtr And Rd 18 . 645 Having Span 33 . 00 Mtr Under Package No . Hp0527
Open Tender
Indian
Himachal Pradesh
Bhabanagar
01-05-2021

Tender Details

Construction Of Balance Work Of Link Road Chaura To Rupi Majhgaon Sh C . O . Missing Bailey Bridge Over Rupi Nallah At Rd 8 . 660 Having Sapn 33 . 00 Mtr And Rd 18 . 645 Having Span 33 . 00 Mtr Under Package No . Hp0527

Key Value

Document Fees
INR 5000 /-
EMD
INR 699000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of balance work of link road Chaura to Rupi (Majhgoan) km 0/0 to 27/050 (Sub Head:- C/O missing Bailey bridge over Rupi Nallah at RD 8/660 having span of 33.00 mtrs and 18/645 having span of 33.00 mtrs) Under package No. HP-05-27
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification for Rural Road clause 16.2 of General Conditions for Contract to achieve designed formation width including hauling and stacking of useful material for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The recovery for stones, whether useful or not, for 1999.70 cubic metre (i.e. one thousand nine hundred ninety nine point seventy cubic metre) @ Rs.170.00 (one hundred seventy) per cubic metre shall be effected on pro-rata basis in all circumstances. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. 5999.09 Per cubic meter
2 2 Earth work in excavation for structures in all depths as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. 1249.94 Per cubic meter
3 3 Providing and laying concrete Mechanically mixed and vibrated PCC M-10 (ten) nominal mix 1:3:6 (one cement : three sand: six graded stone aggregate 40 mm (forty millimeter) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge. 30.66 Per cubic meter
4 4 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.\n\n 8.36 Per Tonne
5 5 Providing and laying Mechanically mixed and vibrated plain cement concrete M-20 (twenty) grade nominal mix 1:2:4 (one cement : two sand : four graded stone aggregate 20 mm (twenty millimetre) nominal size in open foundations and plinths or similar works complete as per drawings and technical specification for rural roads clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge. 784.35 Per cubic meter
6 6 Providing and laying mechanically mixed and vibrated reinforced cement concrete M-25 (twenty five) nominal; mix 1:1.5:3 (One cement: one and half sand: three graded stone 20mm (twenty millimetre) for plain/ reinforcement concrete in open foundation complete as per drawing and technical specifications clauses 800, 1205.4 and curing complete including the cost of form work including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. 24.58 Per cubic meter
7 7 Supplying of bailey type portable steel bridges of IRC class 24 R bridge (standard width) inclusive erective, transportation and taxes duties including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. 66 Per running meter
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