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Up-Gradation Of Kaza To Komic Road Km 0/0 To 22/200 Under Pmgsy-Ii (Sh: R. O F. D P/L Metalling & Tarring, C/O R/Walls, B/Walls, V-Shape Pcc Side Drain, C/O Paved Shoulder, Rcc Slab Culvert, Causeway, Pcc Road Side Drain, Pcc Parapets, P/F Sign Board, Cen, Kaza-Himachal Pradesh

Public Works Department-PWD has published Up-Gradation Of Kaza To Komic Road Km 0/0 To 22/200 Under Pmgsy-Ii (Sh: R. O F. D P/L Metalling & Tarring, C/O R/Walls, B/Walls, V-Shape Pcc Side Drain, C/O Paved Shoulder, Rcc Slab Culvert, Causeway, Pcc Road Side Drain, Pcc Parapets, P/F Sign Board, Cen. Submission Date for this Tender is 06-05-2020. Road furniture Tenders in Kaza Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24134628
Corrigendum : Up-Gradation Of Kaza To Komic Road Km 0/0 To 22/200 Under Pmgsy-Ii (Sh: R. O F. D P/L Metalling & Tarring, C/O R/Walls, B/Walls, V-Shape Pcc Side Drain, C/O Paved Shoulder, Rcc Slab Culvert, Causeway, Pcc Road Side Drain, Pcc Parapets, P/F Sign Board, Cen
Open Tender
Indian
Himachal Pradesh
Kaza
06-05-2020

Tender Details

Up-gradation of Kaza to Komic road Km 0/0 to 22/200 Under PMGSY-II (SH: R. O F. D P/L Metalling & Tarring, C/O R/walls, B/walls, V-shape PCC side Drain, C/O paved shoulder, RCC slab culvert, Causeway, PCC road side drain, PCC parapets, P/F Sign Board, centre line marking and cat eyes, Routine maintenance for 5 years under PMGSY-II Batch-I package No. HP-07-07 ( Slice-D Km. 10/00 to 15/00)

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 13-Apr-2020 Date Date 06-05-2020

Key Value

Document Fees
INR 5000 /-
EMD
INR 700000.0 /-
Tender Value
INR 3.50 Crore /-

BOQ Items

Name of Work: Up-gradation of Kaza to Komic road Km 0/0 to 22/200 Under PMGSY-II (SH: R. O F. D P/L Metalling & Tarring, C/O R/walls, B/walls, V-shape PCC side Drain, C/O paved shoulder, RCC slab culvert, Causeway, PCC road side drain, PCC parapets, P/F Sign Board, centre line marking and cat eyes, Routine maintenance for 5 years under PMGSY-II Batch-I package No. HP-07-07 ( Slice-D Km. 10/00 to 15/00)
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, 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 including arrangement of dumping site, 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 for stones, whether useful or not, for 549.08 cum.( i. e Five hundred forty nine and point eight Cubic Meter ) @ Rupee170/= only(Rupees .One hundred seventy) per cubic meter shall be effected on pro rata basis in all circumstances. 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 Item1 4085.67 Per Cubic Meter
2 2 Earth work in excavation for structures in all depths as per drawings and technical specification for Rural road , Clause 305.1 specifications (latest edition) including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts 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 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. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut materials in specified manner trimming filling of unevenness blind edge 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 removed by suitable diversion bailing out or dewatering 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 own cost in all cases. Item2 421.71 Per Cubic Meter
3 3 Providing and laying concrete Mechanically mixed and vibrated for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 ( PCC 1: 6: 12 ) ( One cement: Four sand : eight graded stone 40 mm(Forty millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. Item3 4.32 Per Cubic Meter
4 4 Providing and laying concrete Mechanically mixed and vibrated PCC M-20 (Twenty) nominal mix 1:2.4 ( One cement: Two sand : four graded stone 20 mm(twenty millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads , Clause 802,803,1202 and 1203 and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. Item4 11.94 Per Cubic Meter
5 5 Providing and laying concrete Mechanically mixed and vibrated RCC M-25(Twenty Five) nominal mix 1:1½.:3 ( One cement: One and half sand :three graded stone 20 mm(twenty millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads , Clause Clauses 800, 1205.4 and 1205.5 and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. Item5 17.36 Per Cubic Meter
6 6 Providing and laying concrete Mechanically mixed and vibrated PCC M-15(Fifteen) nominal mix 1:2.5.:5 ( One cement: Two and half sand :five graded stone 20 mm(twenty millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads , Clause 802,803,1202 and 1203 and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. Item6 344.78 Per Cubic Meter
7 7 Providing and laying concrete Mechanically mixed and vibrated PCC M-10(Ten) nominal mix 1:3.6 ( One cement: Three sand :six graded stone 20 mm(twenty millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads , Clause 802,803,1202 and 1203 and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. Item7 330.55 Per Cubic Meter
8 8 Providing and Laying concrete Mechanically mixed and vibrated for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 ( PCC 1: 4: 8 ) ( One cement: Four sand : eight graded stone 25 mm(twenty five millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. Item8 45.64 Per Cubic Meter
9 9 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. Item9 2822.4 Per Kilograme
10 10 Construction of RCC railing M-25 grade cast in situ with 20 mm nominal size stone aggregate true to line and grade of vertical railing post not exceed in 1 in 500 centre to centre spacing between vertical post not to exceed 2000 mm as per drawing and technical specification clause 800, 900 and 1208.3 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-Charge. Item10 7.2 Per running meter
11 11 Providing and fixing drainage spout complete as per drawing and technical specification including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. Item11 2.4 Per running meter
12 12 Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In cement-mortar 1:5 ( One cement : five sand) and curing complete including and hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge. Item12 21.44 Per Cubic Meter
13 13 Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 in cement-mortar 1:5 ( One cement : five sand) and curing complete including and hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge. Item13 130.56 Per Cubic Meter
14 14 Construction of dry stone masonry for retaining wall breast wall revetment wall and parapets for sub structure and super structure complete as per drawing and technical specification including and hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-Charge. Item14 15.91 Per Cubic Meter
15 15 Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 as per the entire satisfaction and direction of Engineer-in-Charge. Item15 1.44 Per Cubic Meter
16 16 Providing and laying 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 drawings and technical specification Rural Road , clause 1204.3.8 including hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge. Item16 75.83 Per Cubic Meter
17 17 Preparation of sub grade by dressing to camber (earth work for the cutting involved for sub grade to be paid separately) depending upon the classification of soil complete as per HPPWD specification as per the entire satisfaction and direction of Engineer-in-Charge. Item17 10500 Per Square meter
18 18 Consolidation of sub grade with road roller including making good the undulation etc with earth or quarry soil etc and re rolling the sub grade completed as per HPPWD specification. Item18 10500 Per Square meter
19 19 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density\ including haulaging of materials in all leads , lifts as per the entire satisfaction and direction of Engineer-in-Charge as per Technical Specification clause 303.1. Item19 1942.5 Per Cubic Meter
20 20 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 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-II as per technical specification clause 405 including haulaging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. WBM Grading -II (63mm to 45mm). Item20 413.44 Per Cubic Meter
21 21 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 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-III as per technical specification clause 405 including haulaging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. WBM Grading -III (53mm to 22.4 mm size) Item21 885.94 Per Cubic Meter
22 22 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 1.00 kg/sqm using mechanical means as per technical specification clause 502 including haulaging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. Item22 5512.35 Per Square meter
23 23 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rates of 0.30 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. Item23 19687.5 Per Square meter
24 24 Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG -10 @ 3.3% of mix and transported to site all lead and 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) Item24 1031.25 Per Cubic Meter
25 25 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tone per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-10 @ 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. 509 complete in all respects including haulaging of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. (Nothing extra shall be paid for higher content of bitumen required as per Job mix formula) Item25 590.63 Per Cubic Meter
26 26 Providing and applying 2.5 mm thick road marking strips ( retroreflective) of specified shade /colour using hot thermoplastic material by fully /semi automatic thermoplastic paint applicater machine fitter with profile shoe, bead dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil grease and foreign matter etc. complete as per the direction of the Engineer- In-Charge and in accordance with applicable specification . Item26 1210.5 Per Square meter
27 27 Reinforced cement concrete M-15 (fifteen) grade kilometre stone/local stone of standard design as per IRC:25 fixing in position including finishing and lettering but excluding painting as per drawing and technical specification clause-1703 including hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge. i) Ordinary/ Kilometer stone Item27 4 Each
28 27.01 ii) 200meter stone Item28 20 Each
29 27.02 iii) 5th KM stone Item29 1 Each
30 27.03 iv) 2 Km. stone Item30 2 Each
31 28 Providing and fixing pavement marker ( Cat eyes ) made out of ABS plastics of size 128x110x29.5 mm without nail having 50 mm stem of ABS . The pavement market shall be installed with epoxy Abs including carriage of materials and equipment Item31 1000 Each
32 29 Routine Maintenance after completion of construction work as per terms and condition of bid document of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads , (Two thousand Four) 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 satisfaction of the Engineer-in-Charge for First Year Item32 5 Per kilometer
33 29.01 Routine Maintenance for 2nd Year Item33 5 Per kilometer
34 29.02 Routine Maintenance for 3rd Year Item34 5 Per kilometer
35 29.03 Routine Maintenance for 4th Year Item35 5 Per kilometer
36 29.04 Routine Maintenance for 5th Year Item36 5 Per kilometer
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