Construction Of Old Junga Bharandi Road In Km 0/0 To 2/225 Under Pmgsy Complete Stage (Sh :- Retaining /Wall & Boundary /Wall, V Shape Drain, Pcc Parapet, X-Drainges Work, Metalling Bituminous Macadam And Mt Work, Pmgsy Logo Board Etc. And 5 Year Maintena
Tender Value
1.52 Crore
Estimated cost
Bid Submission
17 Mar 2020
0 days left
EMD
3.05 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
JUNGA → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction of Old Junga Bharandi Road in Km 0/0 to 2/225 under PMGSY Complete stage (SH :- Retaining /Wall & Boundary /Wall, V shape drain, PCC Parapet, X-Drainges Work, Metalling Bituminous Macadam and MT work, PMGSY Logo Board etc. and 5 Year maintenance under package No HP-09-668
BOQ
| Name of Work: Construction of Old Junga Bharandi Road in Km 0/0 to 2/225 under PMGSY Complete stage (SH :- R/Wall & B/Wall, V shape drain, PCC Parapet, X-Drainges Work, Metalling Bituminous Macadam and MT work, PMGSY Logo Board etc. and 5 Year maintenance under package No HP-09-668 | |||||
|---|---|---|---|---|---|
| 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 NIL cum. (NIL only Cubic Metre) in all cases, failing which recovery @ 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. 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. 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. | Item1 | 716.55 | Per Cubic Metre. |
| 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 Enginer-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. | Item2 | 632.39 | Per Cubic Metre. |
| 3 | 3 | Providing and laying concrete Mechanically mixed and vibrated P.C.C. 1:6:12 (one cement : six sand: twelve 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. | Item3 | 51.85 | Per Cubic Metre. |
| 4 | 4 | Providing and laying concrete Mechanically mixed and vibrated P.C.C. 1:4:8 (one cement : four sand: eight graded stone aggregate 25mm (twenty five 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 | Item4 | 872.83 | Per Cubic Metre. |
| 5 | 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 (1: 2:4) (one cement : two sand: four graded stone aggregate 20mm (twenty millimeter)nominal size 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. | Item5 | 27.84 | Per Cubic Metre. |
| 6 | 6 | 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) snominal 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. | Item6 | 148.67 | Per Cubic Metre. |
| 7 | 7 | Providing and laying concrete Mechanically mixed and vibrated P.C.C. M-15 nominal mix 1:2.5:5 (one cement : two and half sand: five 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. | Item7 | 80.74 | Per Cubic Metre. |
| 8 | 8 | Providing and lying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm (six hundred millimeter) with smaller size towards the soils and bigger size towards the wall and providing over the entire surface behind abutment wing wall return walls, to the full height compacted to firm condition complete as per drawing and technical specification Rural Road August 2004 clause 1204.3.8 including hauling Of materials in all leads, lifts as per entire satisfaction and direction of Engineer-in-Charge. | Item8 | 224.4 | Per Cubic Metre. |
| 9 | 9 | Providing weep holes in brick/Stonemasonry, plain/ reinforced concrete abutment, ring wall, return wall with 100mm dia A.C. pipe extending through the full width of the structure with stape of 1:20 I(V) 20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709,1204.3.7. | Item9 | 438.23 | Each |
| 10 | 10 | Providing, and laying reinforced cement concrete 900mm diameter (Nine Hundred millimeter) pipe NP2 including jointing for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement: two sand) but excluding excavations, protection works, back filling, concrete and masonry works in head walls and parapets as per drawings and technical specifications for Rural roads clause 1106 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. | Item10 | 22.5 | Per Running Meter |
| 11 | 11 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 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. | Item11 | 2.45 | Per Cubic Meter |
| 12 | 12 | Metal Beam Crash Barrier Type - A, \"W\" : Metal Beam Crash Barrier. 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 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. | Item12 | 250 | Per Running Meter |
| 13 | 13 | Loosening of ground upto a level of 300mm(three hundred millimeter) below the sub-grade level, watered, graded and compacted in layers to meat requirement of table 300.1 and 300.2 for sub grade construction as per technical specification rural roads August 2004 clause 303.5.2. including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. | Item13 | 108 | Per Cum Mtr. |
| 14 | 14 | 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 | Item14 | 60 | Per cubic meter |
| 15 | 15 | 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. | Item15 | 36 | Per cubic meter |
| 16 | 16 | 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. | Item16 | 625.78 | Per cubic meter |
| 17 | 17 | 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 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. | Item17 | 480 | Per Square Meter. |
| 18 | 18 | 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. | Item18 | 8343.75 | Per Square Meter. |
| 19 | 19 | Providing and laying bituminous macadam with hot mix plant using Bitumen VG-10 and crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504, Nothing extra shall be paid for higher content of bitumen required as per job mix formula. including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | Item19 | 417.19 | Per Cubic Meter |
| 20 | 20 | Providing and laying semi dense bituminous concrete using Bitumen VG-10 with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at the rate of 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects, Nothing extra shall be paid for higher content of bitumen required as per job mix formula including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | Item20 | 208.59 | Per Cubic Meter |
| 21 | 21 | Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawings three M.S. plates of 1.6 (one point six millimeter)thick top and middle plate duly welded with M.S. flat iron 25mmx5mm(twenty five into five millimeter)size on back on edges the lower plate will be welded with M.S. angle iron frame of 25mmx25mmx5mm(twenty five into twenty five into five millimeter)the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to two Nos. 75mmx75mm(seventy five into seventy five millimeter)of twelve SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm , 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG steel plate tube. All M.S. will be stobe enameled on both sides. Lettering and printing arrows , borders 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 tubes will be painted with primer and two coats of epoxy paint as per drawing and technical specification rural roads August 2004 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. | Item21 | 2 | Each |
| 22 | 22 | Reinforced cement concrete 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 | Item22 | 2 | Each |
| 23 | 23 | Reinforced cement concrete 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. | Item23 | 9 | Each |
| 24 | 24 | Reinforced cement concrete M-15 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 rural roads August 2004 clause 1704. Including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. | Item24 | 34 | Each |
| 25 | 25 | Providing and erecting direction and place identification of recto reflectrised sign as per IRC : 67 made of encapsulated lens type reflective sheet sheeting vide clause 1701.2.3 fixed over aluminum sheeting, 2mm thick with area not exceeding 0.9 square meter supported on a mild steel single angle iron posts 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing and technical specifications rural roads August 2004 clause 1701. | Item25 | 5 | Each |
| 26 | 26.01 | Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 (c ) of contract data to general condition of contract and technical specifications of Ministry of Rural Devlopment for rural roads August 2004 for rural roads including hauling/ carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfication of the Engineer-in-Charge.\nFor First year | Item29 | 2.225 | Per Km |
| 27 | 26.02 | For 2nd year | Item30 | 2.225 | Per Km |
| 28 | 26.03 | For 3rd Year | Item31 | 2.225 | Per Km |
| 29 | 26.04 | For 4th Year | Item32 | 2.225 | Per Km |
| 30 | 26.05 | For 5th Year | Item33 | 2.225 | Per Km |
AI Tender Summary
Tender Timeline
Feb 25, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 17, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 18, 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