Construction Of Motor Road From Purnapur To Chandeli Of Nankmatta Constituency Of Udhamsing Nagar District Under State Sector
Tender Value
1.28 Crore
Estimated cost
Bid Submission
27 Dec 2019
0 days left
EMD
2.58 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
Nanakmatta → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Motor Road From Purnapur To Chandeli Of Nankmatta Constituency Of Udhamsing Nagar District Under State Sector
BOQ
| Name of Work: Construction of road From Pooranpur to Chandeli at Constituency Nanakmatta in Distt U.S. Nagar Under State Sector (Second Phase) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 | BI01010001010000000000000515BI0100001113 | 2839 | Cum |
| 2 | 2 | Construction of Embankment with Material Obtained from Borrow Pits : Construction of embankment with approved material obtained from borrow pits 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001114 | 972 | Cum |
| 3 | 3 | Granular Sub-base with Well Graded Material (Table 400.1) 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 | BI01010001010000000000000515BI0100001115 | 1790 | Cum |
| 4 | 4 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead) | BI01010001010000000000000515BI0100001116 | 1733 | Cum |
| 5 | 5 | Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres) | BI01010001010000000000000515BI0100001117 | 4200 | Rmt |
| 6 | 6 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001117 | 7875 | Sqm |
| 7 | 7 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means.Bitumen (VG-30) | BI01010001010000000000000515BI0100001117 | 7875 | Sqm |
| 8 | 8 | 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 .By Manual Means.Case - II : Type B.Bitumen (VG-30) | BI01010001010000000000000515BI0100001117 | 7875 | Sqm |
| 9 | 9 | Excavation for Structures\nEarthwork 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 sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil.\n Upto 3 m depth. | BI01010001010000000000000515BI0100001117 | 281 | Cum |
| 10 | 10 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.P.C.C grade M 10 Nominal mix 1:3:6. | BI01010001010000000000000515BI0100001117 | 63 | Cum |
| 11 | 11 | 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 Clause 1106. 750 mm dia. | BI01010001010000000000000515BI0100001117 | 30 | Rmt |
| 12 | 12 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 in 1:4 Cement mortar. | BI01010001010000000000000515BI0100001117 | 267 | Cum |
| 13 | 13 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | BI01010001010000000000000515BI0100001117 | 183 | Sqm |
| 14 | 14 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001117 | 2 | Sqm |
| 15 | 15 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ,R.C.C grade M 20\n(For height upto 5 m) | BI01010001010000000000000515BI0100001117 | 62 | Cum |
| 16 | 16 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6) | BI01010001010000000000000515BI0100001117 | 5.95 | Tonne |
| 17 | 17 | 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 the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100001117 | 97 | Rmt |
| 18 | 18 | Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | BI01010001010000000000000515BI0100001117 | 1200 | Sqm |
| 19 | 19 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,P.C.C. grade M 20,Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001117 | 4 | Cum |
| 20 | 20 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | BI01010001010000000000000515BI0100001117 | 0.7 | Cum |
| 21 | 21 | 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 | BI01010001010000000000000515BI0100001117 | 15 | Rmt |
| 22 | 22 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | BI01010001010000000000000515BI0100001117 | 6 | No. |
| 23 | 23 | Maintenance of Road for 3 Year | BI01010001010000000000000515BI0100001124 | ||
| 24 | 23.01 | 1st year Maintenance as per GGC and specifed in PCC (0.50% of total Civil Work) | BI01010001010000000000000515BI0100001125 | 1 | Job |
| 25 | 23.02 | 2nd year Maintenance as per GGC and specifed in PCC (1.00% of total Civil Work) | BI01010001010000000000000515BI0100001126 | 1 | Job |
| 26 | 23.03 | 3rd year Maintenance as per GGC and specifed in PCC (1.50% of total Civil Work) | BI01010001010000000000000515BI0100001127 | 1 | Job |
AI Tender Summary
Tender Timeline
Dec 20, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 27, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 27, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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