Uttarakhand State Disaster Management Authority Tender
View complete overview of Uttarakhand USDMA Tender
Uttarakhand State Disaster Management Authority - USDMA Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date25 Apr 2023
Closing Date5 Jun 2023
Tender AmountRefer Documents
Costs
EMD
₹ 4,00,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Steel Girder Bridge
Description
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Contact
Tender Id
2023_GRID1_57801_1Bid Award Id
ViewTender No
02/BR/RFB/UGRIDP/2023Tender Authority
Uttarakhand State Disaster Management Authority ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Cement Concrete Grade M-15 & M-20
5
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Prestressed / Reinforced cement concrete grade M-20 & above
5
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Excavation for Structures
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 directed by engineer in-charge.by Mechanical Means / Manual Means
-
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Ordinary soil Depth upto 3 m
126.32
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Ordinary rock (not requiring blasting)
75.79
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Hard rock ( requiring prohibited )
50.53
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-
Plain cement concrete (PCC) Grade M15 in open foundation complete as per drawing and technical specifications, as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth.
9.11
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Reinforced cement concrete (RCC) Grade M35 in open foundation complete as per drawing and technical specifications, as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth.
41.8
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Reinforced cement concrete (RCC) M 35 in sub-structure complete as per drawing and technical specifications Using concrete Mixer Height upto 5m, as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth.
99.14
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Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification Grade M-40 , as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth.
2.14
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Furnishing and Placing Reinforced cement concrete in super-structure for deck slab as per drawing and Technical Specification Grade M-35 , as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth.( height upto 5 meter)
18.72
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-
Hand Packed stone filling in back of wallls including cost of all materials, royalty, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
69.9
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per direction of engineer in-charge.
5.29
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per direction of engineer in-charge.
11.93
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications and as per direction of engineer in-charge.
2.2
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Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel confirming IS 226 – 1969 (FE-350 Grade steel) required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticorrosive (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 dismantling 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. including cost of cartage from workshop to Bridge Site including safe stacking of parts.
53.88
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Strip Seal Expansion Joint
Providing and laying of a 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 as directed by the engineer in charge.
4.8
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Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above deck level, 2 m centre to centre,complete as per approved drawings and as directed by the engineer in charge.
63
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Drainage Spouts complete as per drawing and Technical specification and as directed by the engineer in-charge.
12
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Wearing coat
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including supply of all material, labour, T&P etc required for proper completion of work as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessian cloth.
3.65
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-
Reinforced cement concrete (M-30) approach slab excluding reinforcement but including formwork complete as per drawing and Technical specification also including supply of all materials labours,T&P etc required for completion of work and as directed by engineer in-charge. (As per MORTH SOR) and must be continuous curing for at least 14 days must be done by laying Hessain cloth.
6.3
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Painting on Steel Surfaces
Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade and as directed by engineer in-charge.
323
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Erection of Steel Truss (Girder) Bridge as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of approved make. The rate including of cost of all labour, T&P, equipment’s, civil work and consumables, cost of arranging, fabricating, erecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designeer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per directions of the engineer-incharge.
53.88
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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 and as directed by engineer in-charge.
71.8
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Bore Hole for Soil Investigation - Carrying out confirmatory bores up to required depths complete in all respects as per MORTH Technical Specifications 2400 and as directed by Engineer-in- Charge.
-
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Depth between 0 m to 10 m
20
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Depth between 10 m to 20 m
20
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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 also including supply of all materials labours,T&P etc required for completion of work and as directed by engineer in-charge.
-
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Fixed POT cum PTFE (Load capacity as per drawing)
1
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Metallic Guided T Pot cum PTFE (Load capacity as per drawing)
1
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Metallic Guided L Pot cum PTFE (Load capacity as per drawing)
1
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Free Bearing (Load capacity as per drawing)
1
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Direction and Place Identification signs upto 0.9 sqm size board.
(Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) as per direction of Engineer in-charge.
1.8
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Supply and fixing of 20mm dia P.F. make 10.90 grade HSFG High Strength Friction Grip bolt to IS 3757:1985 latest to grade 10.9S with high strength friction grip nut to IS 6623:2004 latest to grade 10S and high strength friction 2 No. washer including cost of all material, labour, fixing at site, all taxes, T&P etc required foe proper ompletion of the work.(20x100mm) as per direction of ingineer in-charge as per direction of Engineer in-charge.
5500
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Approach Road Work
-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 as directed by engineer in-charge. By Mechanical Means. In all area including thorny jungle
0.18
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Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m at safe place as per direction of ingineer in-charge and as per Clause 1603.2.
443.8
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Excavation in Hilly Areas in Hard Rock requiring blasting
Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m at safe place as per direction of Engineer in-charge and as per Clause 1603.2.
190.2
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Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as directed by engineer in charge.
266
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Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
216
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Providing and laying of stone set pavement over 2.5 cm thick bedding layer of PCC 1:2:4 which shall further be placed over 10 cm thick dry stone kharanja or crushed stones base over a prepared subgrade as per drawings and technical specifications. The size of stones shall not be less than 20 cm x 20 cm and thickness of stones shall vary from 10 cm to 15 cm. The work includes filling of joints with PCC 1:2:4 as per the standard drawings and instructions of the Engineer-in-Charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth.
540
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Parapet
-
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction.
19.35
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Providing concreteM-10 (Nominal mix 1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and mudt be continuous curing for at least 14 days must be done by laying Hessain cloth
58.36
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R/walls and B/walls
-
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction.
203.06
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R.R. stone masonry laid in 1:5 cement and sand mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 and must be continuous curing for at least 14 days must be done by laying Hessain cloth as directed by engineer in charge.
505.13
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Providing concreteM-20 (Nominal mix 1:2:4) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and mudt be continuous curing for at least 14 days must be done by laying Hessain cloth
11.79
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11and must be continuous curing for at least 14 days must be done by laying Hessain cloth.
200
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment,wing wall, return wall with 100 mm dia AC pipe extending through the full width of thestructures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
250
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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
90
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-
Providing and Fixing 'Logo' of UDRP-AF Project
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as directed by engineer in charge.
2
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Protection Work
-
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Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. and as directed by the engineer in charge. (The work includes filling boulders in the gabions)
60
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Geotextile Filter
Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stonepitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as directed by engineer in-charge.
180
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-
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
168
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-
Environmental Monitoring Cost
-
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Pre-Construction
-
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Ambient Air Quality Monitoring
2
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Surface Water Quality
2
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Ground Water Quality
2
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-
During construction
-
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Ambient Air Quality Monitoring
4
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Surface Water Quality
4
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-
Noise Quality
2
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Soil Quality
2
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Environmental Management Plan Implementation Training site
3
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Water sprinkling by water tanker to minimize the dust pollution during construction activities. It has been considered for at least 2 hours/day for 120 days
280
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