Construction Of Motor Road From Village Devipura To Gyanpur Gauri And 60 Mtr Span Rcc Psc Girder Bridge At Km 2 In Nanakmatta Constituency Of District U . S . Nagar Under Cm Announcement- No . 19/2018 Pwd ( Under Tsp ) Of Financial Year 2020-21 ( Ph
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Ref. Documents
Estimated cost
Bid Submission
10 Mar 2021
0 days left
EMD
10.02 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nanakmatta → Uttarakhand
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Not Available
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Not Available
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Project Description
Construction Of Motor Road From Village Devipura To Gyanpur Gauri And 60 Mtr Span Rcc Psc Girder Bridge At Km 2 In Nanakmatta Constituency Of District U . S . Nagar Under Cm Announcement- No . 19/2018 Pwd ( Under Tsp ) Of Financial Year 2020-21 ( Phase-Ii )
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| Name of Work: Construction of Motor road from Village Devipura to Gyanpur Gauri and 60 Mtr Span RCC PSC Girder Bridge at Km 2 in Nanakmatta Constituency of District U.S.Nagar Under CM Announcement- No. 19/2018 PWD (Under TSP) of Financial Year 2020-21(Phase-II) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 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. | 401.15 | Cum | |
| 2 | 2 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. | 4.01 | Tonne | |
| 3 | 3 | Sinking of 6 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy Soil | |||
| 4 | 3.01 | Abutments 2 no. ( A1 , A2 ) | |||
| 5 | 3.02 | Up to 3.0 M | 6 | Rm | |
| 6 | 3.03 | Beyond 3 m upto 10 m depth | 14 | Rm | |
| 7 | 3.04 | Beyond 10 m upto 20 m | 5.5 | Rm | |
| 8 | 3.05 | Piers 1 no. ( P1 ) | |||
| 9 | 3.06 | Depth below bed level upto 3.0 M | 3 | Rm | |
| 10 | 3.07 | Beyond 3 m upto 10 m depth | 7 | Rm | |
| 11 | 3.08 | Beyond 10 m upto 20 m | 2.5 | Rm | |
| 12 | 4 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe Using Batching Plant, Transit Mixer and Crane/concrete pump | |||
| 13 | 4.01 | Well curb RCC M 30 Grade (If curb concrete is carried out within steel liner, cost of formwork shall be excluded.) | 40.56 | Cum | |
| 14 | 4.02 | Well steining RCC M-30 | 495.51 | Cum | |
| 15 | 4.03 | Bottom plug PCC M-25 | 152.94 | Cum | |
| 16 | 4.04 | Top plug PCC M-15 | 13.69 | Cum | |
| 17 | 4.05 | Well Cap RCC M-30 | 129.08 | Cum | |
| 18 | 5 | Sand Filling in Wells complete as per Drawing and Technical Specifications | |||
| 19 | 5.01 | Carted Sand | 425.91 | Cum | |
| 20 | 5.02 | Avilable Sand | 123.21 | Cum | |
| 21 | 6 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 44.38 | MT | |
| 22 | 7 | 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 | |||
| 23 | 7.01 | Hight Up to 5.0 M. | 179.06 | Cum | |
| 24 | 7.02 | Hight 5.0 to 10.0 M. | 59.39 | Cum | |
| 25 | 8 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | 31.1 | MT | |
| 26 | 9 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification Hight 5 to 10 M. | |||
| 27 | 9.01 | Grade M 45 (For Girder) | 196.66 | Cum | |
| 28 | 9.02 | Grade M 40 (For Deck Slab & Cross Girders) | 134.9 | Cum | |
| 29 | 10 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 41.82 | MT | |
| 30 | 11 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications | 12.45 | MT | |
| 31 | 12 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing 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, completre 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 asper drawing and approved technical specifications. (Including the Cost of Bearing Assembly) | 2040 | MT | |
| 32 | 13 | Drainage Spouts complete as per drawing and Technical specification | 26 | No. | |
| 33 | 14 | Reinforced Cement Concrete Crash Barrier metre\nProvision 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 | 134 | Rm | |
| 34 | 15 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 37.69 | Cum | |
| 35 | 16 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | 8.93 | Cum | |
| 36 | 17 | Reinforced cement concrete (M 30) approach slab excluding reinforcement and formwork complete as per drawing and Technical specification | 17.85 | Cum | |
| 37 | 18 | 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 | 36 | Rm | |
| 38 | 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 | 103.7 | Rm | |
| 39 | 20 | 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. | 68 | Cum | |
| 40 | 21 | Providing and constructing one span service road to reach island location from one pier location to another pier location | 25 | Rm | |
| 41 | 22 | Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25m. | 1 | No. | |
| 42 | 23 | 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. Up to 3.0 M. | 716.79 | Cum | |
| 43 | 24 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. M15 | 101.44 | Cum | |
| 44 | 25 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C grade M 20 | 173.31 | Cum | |
| 45 | 26 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. (The reinforcement steel shall be as per clause no. 1009.3.1 of MORTH specifications (Fifth Revision'2013) and IS 1786:2008 clause no. 1.6) | 20.41 | MT | |
| 46 | 27 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 | 66.68 | Cum | |
| 47 | 28 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 7.85 | MT | |
| 48 | 29 | Reinforced Cement Concrete Crash Barrier\nProvision 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 | 19.2 | Rm | |
| 49 | 30 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications | 19.2 | Rm | |
| 50 | 31 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 11.5 | Cum | |
| 51 | 32 | Reinforced cement concrete approach slab excluding reinforcement and formwork complete as per drawing and Technical specification | 35.28 | Cum | |
| 52 | 33 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | 15.76 | Cum | |
| 53 | 34 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Cement concrete grade M 10\n | 30.06 | Cum | |
| 54 | 35 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) PCC Grade M20\n | 18.04 | Cum | |
| 55 | 36 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301\n | 297.34 | Cum | |
| 56 | 37 | Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 (1:4) | 24.19 | Cum | |
| 57 | 38 | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 2.88 | Cum | |
| 58 | 39 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification | 203.58 | Sqm | |
| 59 | 40 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause1106.1200 mm dia | 15 | Rm | |
| 60 | 41 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). | 297 | Cum | |
| 61 | 42 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 591.7 | Cum | |
| 62 | 43 | 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 | 400 | Cum | |
| 63 | 44 | Plain cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M 20 Using Concrete Mixer | 7.2 | Cum | |
| 64 | 45 | Type - A, \"W\" : Metal Beam Crash Barrier\n(Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) | 700 | Rm | |
| 65 | 46 | 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 | 25649 | Cum | |
| 66 | 47 | Construction of embankment with approved material obtained from borrow pits (including cost of compensation for earth taken from private land) with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 3947.9 | Cum | |
| 67 | 48 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel | 3008.15 | Cum | |
| 68 | 49 | Granular Sub-base with Well Graded Material (Table 400.1)\n By Mix in Place Method Construction of granular sub-base by providing well graded material, 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 to achieve the desired density, complete as per Technical Specification Clause 401. for grading- I Material | 1349.27 | Cum | |
| 69 | 50 | WBM Grading 2\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 By Mechanical Means | 942.99 | Cum | |
| 70 | 51 | WBM Grading 3\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Mechanical Means | 942.99 | Cum | |
| 71 | 52 | Cleaning of the existing WBM surface surface and laying 2 cm thick premix carpet over a tack coat (including cost of Tack coat ) with graded approved grit and bitumen including heating the bitumen to the required temperature and mixing either in mixer or in hand drums, including cartage of materials, maintenance of side patries, and watering them during operation for proper completion of the work including supply of all labour, material, machine, T&P etc, as per PWD Specification and as directed by the engineer-in-charge. With VG-30 grade Bitumen | 12573.2 | Sqm | |
| 72 | 53 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 | 12573.2 | Sqm | |
| 73 | 54 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | |||
| 74 | 54.01 | Ordinary Kilometer Stone (Precast) | 3 | No. | |
| 75 | 54.02 | Hectometer stone (precast) | 12 | No. |
AI Tender Summary
Tender Timeline
Feb 27, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 10, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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