Up-Gradation Of Road From To Kuru Nalla Magarwari Bami Ki Bansk Bahhot Ghariach 0/0 To 6/000 R . O . F . D . , C/O Retaining Structure , Mettalling And Tarring , Cross Drainage Work And C/O Rcc Slab Culverts 4 . Oo Mtrs Span , V-Shape Side Drai
Tender Value
5.19 Crore
Estimated cost
Bid Submission
21 Mar 2020
0 days left
EMD
10.40 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Arki → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Up-Gradation Of Road From To Kuru Nalla Magarwari Bami Ki Bansk Bahhot Ghariach 0/0 To 6/000 R . O . F . D . , C/O Retaining Structure , Mettalling And Tarring , Cross Drainage Work And C/O Rcc Slab Culverts 4 . Oo Mtrs Span , V-Shape Side Drain , Pcc Parapets , P/F Logo Sign Boar Including Five Years Maintenance Etc
BOQ
| Name of work:- Construction /Upgradtion of road from Kuru Nalla Magarwari Bami ki Bainsk Bajhot Ghariach road at Rd 0/0 to 6/000 under PMGSY under Package No HP-11-102 (Sh:-R.O.F.D., C/o Retaining structure, Mettalling and Tarring, cross drainage work and C/o RCC slab culverts 4.oo mtrs span, V-shape side drain, PCC parapets ,P/F Logo Sign Boar including five years maintenance etc). Package No. HP-11-102 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification for Rural Road, August, 2004 and clause 16.2 of General Conditions for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The recovery of useful stone that is 3136.17 cum. ( three Thousand one hundred thirty six and point one seven only Cubic Metre) in all cases, @ Rupees 170/= only (Rupees one hundred seventy only) per cubic metre shall be effected on pro rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. | BI01010001010000000000000515BI0100001113 | 38717 | Per Cum |
| 2 | 2 | Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads August 2004 clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock(where blasting is prohibited).all earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner treaming filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Engineer -in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his on cost in all cases. | BI01010001010000000000000515BI0100001113 | 1365.22 | Per Cum |
| 3 | 3 | Providing and laying concrete Mechanically mixed and vibrated P.C.C. M-10 nominal mix 1:3:6 (one cement : three sand: six graded stone aggregate 20mm (twenty millimeter) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification for rural roads August 2004 clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 432 | Per Cum |
| 4 | 4 | Providing and laying concrete Mechanically mixed and vibrated P.C.C. M-10 nominal mix 1:3:6 (one cement : three sand: six graded stone aggregate 40mm (forty millimeter) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification for rural roads August 2004 clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 2430.68 | Per Cum |
| 5 | 5 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 c.c. 1:4:8 ( 1cement:4 sand: 8 graded stone aggragate) 40 mm nominal size including carriage of materials upto all leads and lifts. | BI01010001010000000000000515BI0100001114 | 12.6 | Per Cum |
| 6 | 6 | Providing and laying plain cement concrete mechanically mixed and vibrated PCC M-15 nominal mix 1:2.5:5 {(one cement: two and half sand: five graded hard stone aggregate 20 mm.(twenty millimeter) nominal size for plain concrete in foundations and plinths or similar works complete as per drawings and technical specification for rural roads August 2004 clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and hauling of in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001113 | 198.65 | Per Cum |
| 7 | 7 | Providing and laying filter media with granular crushed aggregate as per specification to a thickness of not less than 600 mm. (Six hundred millimeters) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment wing wall return walls, to the full height compacted of firm condition complete as per drawing and technical specification rural roads August 2004 (Two thousand Four),clause 1204.3.8 (One thousand Two hundred Four point three point four) including hauling of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge. | BI01010001010000000000000515BI0100001114 | 501 | Per Cum |
| 8 | 8 | 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 complete including hauling of in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001113 | 875 | Each |
| 9 | 9 | Providing and laying reinforced cement concrete pipe NP2 900mm dia 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. including hauling of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge. | BI01010001010000000000000515BI0100001114 | 150 | Per RMT |
| 10 | 10 | Providing and laying concrete Mechanically mixed and vibrated R.C.C.grade M-25 in superstructure complete as per drawings and technical specification for rural roads clause 802, 804, 805,806,807,1202 and 1204and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 9.16 | Per Cum |
| 11 | 11 | Construction of Precast RCC railing of M-25 grade,in cast -in-situwith 20mm nominal size aggregate ,treu to line and grade , tolerance of vertical railing post not to exceed 1 in 500 ,centre to centre spacing between vertical posts not to exced 2000 mm complete as per approved drawing and technical specifications of MORD800,900 & 1208.3 including carriage of materials with in all leads and lifts as per the entire satisfaction and direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001114 | 10 | Per RMT |
| 12 | 12 | Providing and laying reinforced cement concrete wearing course M-30 grade complete including reinforcement as per drawing and technical specification clause including carriage of materials upto all leads and lifts. | BI01010001010000000000000515BI0100001113 | 1.28 | Per Cum |
| 13 | 13 | Supplying fitting and placing HYSD bar reinforcement in super structure complete as per clause 1002,1010 & 1202 as per drawing and technical specification complete including the cost of form work and hauling of in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001114 | 1.02 | Per MT |
| 14 | 14 | Providing and fixing Drainage Spouts complete as per drawing and technical specification clause 1209 complete including hauling of in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001113 | 2 | Each |
| 15 | 15 | Construction of sub grade 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. | BI01010001010000000000000515BI0100001114 | 396 | Per Cum |
| 16 | 16 | Loosing of the grond upto level of 300mm below the sub grade level., watered, graded and compacted layers to meet requirement of Table 300.2 for subgrade construction as per Technical Specification Clause 405 (Four hundred Five) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 6030 | Per Cum |
| 17 | 17 | Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001114 | 2763.75 | Per Cum |
| 18 | 18 | Providing, 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 (Eighty-Hundred) KN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (Two) as per Technical Specification Clause 405 (Four hundred Five) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 1658.25 | Per Cum |
| 19 | 19 | Providing, 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 (Eighty-Hundred) KN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (Three) as per Technical Specification Clause 405 (Four hundred Five) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 1658.25 | Per Cum |
| 20 | 20 | Providing and applying primer coat with Bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85(One) kilogramme per square meter using mechanical means as per Technical Specification Clause 502 (Five hundred Two) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 18117 | Per Sqm |
| 21 | 21 | Providing and applying tack coat with Bitumen emulsion (RS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.275 kilogramme per square meter using mechanical means as per Technical Specification Clause 502 (Five hundred Two) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 18117 | Per Sqm |
| 22 | 22 | Providing laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 (Thirteen point Two to Five point Six) millimeters aggregates using VG-10 (Ten) 14.6kg/10 sqm grade bitumen 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 (Eighty-One hundred) KN static roller capacity, finished to required level and grades to be followed by seal coat of Type-B as per Technical Specification Clause 508 (Five hundred Eight) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | 17110.5 | Per Sqm | |
| 23 | 23 | Providing and laying seal coat by machnical means 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 (Five hundred Ten) case-II Type-B including carriage of materials up to all leads and lifts as per the entire satisfaction and as per direction of Engineer-in-Charge. (I) Using V.G. 10 (Ten)@ 6.8 kg per 10 sqm grade bitumen including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | 17110.5 | Per Sqm | |
| 24 | 24 | Providing, laying and rolling open graded premix carpet 20 mm (Twenty millimeters) thickness composed of 13.2 mm. to 5.6 mm. (Thirteen point Two millimeters to Five point Six millimeters)course stone aggregate at the rate 21.50 kg (twenty one point fifty ) per 10 sqm ( Ten Squaremeter) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in concrete mixture, laying and rolling with a three wheel 80-100 kN static roller capacity, finished by to required level and grades to be followed seal coat of Type –C- correction will be measured for preparing the smooth surface of road as per Technical Specification Clause 508.2 (Five hundred Eight point two ), including carriage of materials, with in all leads, lifts and as per the direction of Engineer-In- Charge. | 1006.5 | Per Sqm | |
| 25 | 25 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C using bitumen RS-I at the rate of 10.00 Kg ( ten point zero killogramme) per 10sqm ( Ten Square Meter) by mechanical means as per Technical Specification Mord Clause 510 and Morth Clause 511.2 (Five hundred eleven point two ) including carriage of materials, with in all leads, lifts and as per the direction of Engineer-In- Charge. | 1006.5 | Per Sqm | |
| 26 | 26 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. including carriage of materials, with in all leads, lifts and as per the direction of Engineer-In- Charge. | 2013 | Per Sqm | |
| 27 | 27 | Reinforced cement concrete Mechanically mixed and vibrated M-15 grade kilometer stone local stone of standard design as per IRC :8 fixing in position including painting and printing etc. as per drawing and technical specifications rural roads August 2004 clause 1703.(ordinary kilometer stone precast).including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. | 5 | Each | |
| 28 | 28 | Reinforced cement concrete Mechanically mixed and vibrated M-15 grade kilometer stone local stone of standard design as per IRC :8 fixing in position including painting and printing etc. as per drawing and technical specifications rural roads August 2004 clause 1703.(200 meter stone pre cast). including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. | 24 | Each | |
| 29 | 29 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 240 | Each | |
| 30 | 30 | 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 47mm x 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 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. | 1 | Each | |
| 31 | 31 | Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75 mm x 75 mm x 6 mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 801 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. | 12 | Each | |
| 32 | 32 | Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.) For 1st Year | BI01010001010000000000000515BI0100001114 | 6 | Per KM |
| 33 | 32.1 | For 2nd Year | BI01010001010000000000000515BI0100001114 | 6 | Per KM |
| 34 | 32.2 | For 3rd Year | BI01010001010000000000000515BI0100001114 | 6 | Per KM |
| 35 | 32.3 | for 4th Year | BI01010001010000000000000515BI0100001114 | 6 | Per KM |
| 36 | 32.4 | For 5th Year | BI01010001010000000000000515BI0100001114 | 6 | Per KM |
AI Tender Summary
Tender Timeline
Feb 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 21, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 21, 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