Construction Of 24 Mtr Span Steel Girder Motor Bridge In Hat To Ladhara Motor Road Km 1 In Distt . Pithoragarh Bidhan Sabha Didihat Under Nabard .
Tender Value
Ref. Documents
Estimated cost
Bid Submission
09 Dec 2020
0 days left
EMD
1.48 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Didihat → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 24 Mtr Span Steel Girder Motor Bridge In Hat To Ladhara Motor Road Km 1 In Distt . Pithoragarh Bidhan Sabha Didihat Under Nabard .
BOQ
| Name of Work:-Construction of 24 Mtr Span Steel Girder Motor Bridge in Hat to Ladhara Motor Road KM 1 in Distt. Pithoragarh Bidhan Sabha Didihat Under Nabard. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation for Abutments ,retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge All Kind of Soil | 1 | 98.63 | Cum |
| 2 | 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal mix 1:3.6 (Hand mixing) | 2 | 50.31 | Cum |
| 3 | 3 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed Rubble Stone Masonry In 1:4 cement mortar | 3 | 101.52 | Cum |
| 4 | 4 | Construction of retaining walls/breast walls in cement mortar 1:4 as per drawing and technical specifications Clause 1604 Stone masonry in cement mortar 1:4 | 4 | 121.86 | Cum |
| 5 | 5 | Random Rubble Stone Masonry laid in 1:6 cement and local sand mortar, in abutments and wingwall and apporach of bridge including supply of all material, labour, T&P and royaltiies etc. required for proper completion of the work as directed by engineer- in- charge. .(Based on PWD specifications). | 5 | 159.75 | Cum |
| 6 | 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 | 6 | 38.38 | Cum |
| 7 | 7 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 Height upto 5m | 7 | 70.22 | Cum |
| 8 | 8 | Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including cu.m supply of all material, labour, T&P etc. required for proper completion of the work. (As per PWD Uttarakhand specifications) | 8 | 10 | Cum |
| 9 | 9 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 9 | 8.27 | Tonne |
| 10 | 10 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 10 | 5.3 | Cum |
| 11 | 11 | Providing and filling of H.P stone filling in back of abutments , wing wall including cost of all materials ,royality.t&p etc.complete. | 11 | 38.11 | Cum |
| 12 | 12 | Providing and laying of wire crates 3.00x1.50x1.50 in size with a 10 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification) | 12 | 20.25 | Cum |
| 13 | 13 | Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 13 | 460.8 | Sqm |
| 14 | 14 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 14 | 14 | Nos |
| 15 | 15 | Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3 | 15 | 28.5 | Rmt |
| 16 | 16 | Supply and fabrication of steel truss bridge as per detailed drawing attached M.T. including supply of all structural steel confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work.\n67048 16-8 | 16 | 29 | MT |
| 17 | 17 | Erection of Steel Truss (Girder) Bridge as per drawing with required camber M.T. including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly weighted by a ecognised reputable stitution/consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of GKW make other than as approved by engineer-in-charge, including cost of all labor, T&P, equipments and consumables required for proper completion of the work as per MORTH specification no. 1905 and as per directions of the engineer-in-charge. | 17 | 29 | MT |
| 18 | 18 | Supplying and fixing of rivets requied as per drawing confirming to the latest IS Code including wastage and all labour, material, riveting gun, T&P etc. required for proper completion of the work.\n | 18 | 3500 | Nos |
| 19 | 19 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing . wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | 19 | 55 | Nos |
| 20 | 20 | Dewatering from foundation of abutments and wing walls including wages of hours operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work | 20 | 120 | Hrs |
AI Tender Summary
Tender Timeline
Nov 23, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 09, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 09, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender