Construction Of 30M Span Rcc Bridge In Late Shri Chandramohan Singh Negi Joint Hospital To Medical Collage Up To Kalalghati Motor Road Constituency Kotdwar In District Pauri Garhwal Under Cm Ghoshna 829/2017 Under State Sector Construction Of 30M Span Rcc
Tender Value
1.55 Crore
Estimated cost
Bid Submission
23 Sep 2019
0 days left
EMD
3.10 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dugadda → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 30M Span Rcc Bridge In Late Shri Chandramohan Singh Negi Joint Hospital To Medical Collage Up To Kalalghati Motor Road Constituency Kotdwar In District Pauri Garhwal Under Cm Ghoshna 829 / 2017 Under State Sector Construction Of 30M Span Rcc Bridge
BOQ
| Name of the work :-Construction of 30m span double lane RCC Bridge under 20m and 90m span double lane RCC Bridge of Late Shri Chandramohan singh Negi Joint Hospital to Medical collage up to Kalalghati motor road constituency Kotdwar in District Pauri Garhwal under CM Ghoshna 829/2017 under State Sector. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.1 | Excavation for Structures\nEarth 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. Mechanical Means Up to 3.0 M. | 623 | Cum | |
| 2 | 1.2 | 3.0 to 6.0 M. | 623 | Cum | |
| 3 | 1.3 | Above 6.0M | 158 | Cum | |
| 4 | 2 | Plain cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 | 21 | Cum | |
| 5 | 3 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump Hight 5 to 10 M. | 448 | Cum | |
| 6 | 4 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | 55 | MT | |
| 7 | 5 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing tonne consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications (Including the Cost of Bearing Assembly) | 1400 | MT | |
| 8 | 6 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump For T-beam & slab | 220 | Cum | |
| 9 | 7 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 21 | MT | |
| 10 | 8 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. | 6 | MT | |
| 11 | 9 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) M 20 grade concrete 4115.20 | 74 | Rm | |
| 12 | 10 | Drainage Spouts complete as per drawing and Technical specification | 12 | No. | |
| 13 | 11 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 23 | Cum | |
| 14 | 12 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | 13 | Cum | |
| 15 | 13 | Reinforced cement concrete (M-30) approach slab including formwork but excluding reinforcement steel, complete as per drawing and Technical specification | 25 | Cum | |
| 16 | 14 | Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70 mm ( complete as per approved drawings and standard specifications ) to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation | 24 | Rm | |
| 17 | 15 | 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 | 152 | Rm | |
| 18 | 16 | 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. | 196 | Cum | |
| 19 | 17 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material | 618 | Cum | |
| 20 | 18 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of ides and bottom and backfilling in trenches with excavated suitable material | 36 | Cum | |
| 21 | 19 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 11 | Cum | |
| 22 | 20 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 108 | Cum | |
| 23 | 21 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M 20 Using Concrete Mixer | 2 | Cum | |
| 24 | 22 | Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 900 | Cum |
AI Tender Summary
Tender Timeline
Aug 27, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 24, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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