Upgradation Of Baddi Sai Road In Solan District From Km 11/600 To Km 26/400
Tender Value
74 Crore
Estimated cost
Bid Submission
03 Feb 2020
0 days left
EMD
1.48 Crore
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BADDI → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Baddi Sai Road In Solan District From Km 11 / 600 To Km 26 / 400
BOQ
| Name of Work: UPGRADATION OF BADDI – SAI ROAD IN SOLAN DISTRICT FROM KM 11/600 TO 26/400 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | BILL NO. 1 : SITE CLEARANCE AND DISMANTLING | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per drawing and Technical Specification No. 201 and in accordance to the MISP and C-ESMP | BI01010001010000000000000515BI0100001113 | 14.2 | Hectare |
| 3 | 1.02 | Dismantling of flexible pavements of Bituminous courses and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately including all labour, hire charges of all machineries complete as per drawing and Technical Specification No. 202 and in accordance to the MISP and C-ESMP | BI01010001010000000000000515BI0100001114 | 3774 | Cum |
| 4 | 1.03 | Dismantling of flexible pavements of Granular courses and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately including all labour, hire charges of all machineries complete as per drawing and Technical Specification No. 202 and in accordance to the MISP and C-ESMP | BI01010001010000000000000515BI0100001115 | 5550 | Cum |
| 5 | 1.04 | Dismantling of Plain cement concrete in existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per drawing and Technical Specification No.. 202 and Section 2800 and in accordance to the MISP and C-ESMP | BI01010001010000000000000515BI0100001116 | 1522 | Cum |
| 6 | 1.05 | Dismantling of Stone / brick structures in existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per drawing and Technical Specification No.. 202 and Section 2800 and in accordance to the MISP and C-ESMP | 490 | Cum | |
| 7 | 1.06 | Dismantling of Reinforced concrete in existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per drawing and Technical Specification No.. 202 and Section 2800 and in accordance to the MISP and C-ESMP | 176 | Cum | |
| 8 | 1.07 | Dismantling of Guide Rails / Fencing / Kerb / Gutters / Pipes in existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per drawing and Technical Specification No.. 202 and Section 2800 and in accordance to the MISP and C-ESMP | 379 | Lm | |
| 9 | 2 | BILL NO. 2 : EARTHWORK | |||
| 10 | 2.01 | Roadway excavation and drainage in all kinds of soil in all heights and depths in all kinds of soil by manual /mechanical means including saturated soil comprising of ordinary soil , soft rocks, hard rocks, chiselling/wedging out of rock (where blasting is prohibited ) and other intermediate classification of soil, setting out true to the required line, grade width cutting and trimming of side slopes and level as shown on the drawings including dressing trimming and compacting the cut formation in accordance with requirement of lines grades and cross fall, cross sections and cut material transportation to the embankment location within all lifts and leads complete as per drawing and Technical Specification No. 301 and all cut material except stone (which can be recovered) will be the property of contractor and disposal of excess material & un-usable material shall be disposed with lead upto 1000m in accordance to the MISP and C-ESMP. The recovery of stone shall be made @ rate Rs. 545/- per cum for a minimum quantity of 5,967 cum from total excavated quantity on prorata basis as per increase of decrease in the quantity of actual earthwork carried out. the recovery shall be done on pro-rata basis from contractor each running bill along with this item. Rate of Stone Recovery is Exclusive of Royalty as applicable. | 119334 | Cum | |
| 11 | 2.02 | Construction of Embankment with approved material obtained from borrow pits in layers not exceeding 250mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, consolidation by vibratory roller with desired field density not less than 95% of maximum dry density including all leads, all lifts, loading, unloading, all labour, hire charges of all machineries etc., complete as per table no. 300-2 and complete as per drawing and Technical Specification No. 305 and in accordance to the MISP and C-ESMP | 834.2 | Cum | |
| 12 | 2.03 | Construction of sub-grade with suitable material deposited at site from roadway and drainage excavation and foundation of other structures graded and compacted to to required slope and compacted to meet requirement of table no. 300-2 in compacting it by mechanical means after adding water to its OMC, so as to achieve 97% , complete as per drawing and Technical Specification No. 305 and in accordance to the MISP and C-ESMP. | 51759.9 | Cum | |
| 13 | 2.04 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete as per specifications. Which includes, watering charges & compaction by vibratory roller) complete as per drawing and Technical Specification No. 305 and in accordance to the MISP and C-ESMP. | 43246.9 | Cum | |
| 14 | 2.05 | Transportation and disposal of surplus material/ un-suitable material/debris with all leads and lifts beyond initial lead of 1000m which is already covered in above item no. 2.01 and in accordance to the MISP and C-ESMP. | 39769.7 | Cum | |
| 15 | 2.06 | Compaction of the disposed surface area using adequate quantity of water at the disposal location by road roller and other required men and machinery in accordance to the MISP and C-ESMP. | 1988.5 | Cum | |
| 16 | 2.07 | Striping and storing of top soil by road side at specified internal and reapplication on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth and disposal of unsuitable soil with all lifts and leads as per Technical specifications clauses 301 and 305 and in accordance to the MISP and C-ESMP. | 12000 | Sqm | |
| 17 | 3 | BILL NO. 3 : SUB BASE & BASE COURSE | |||
| 18 | 3.01 | Construction of granular sub-base (GSB) with approved materials confirming to Grading -1 (Table -400-1) with all lifts and by mixing in a mechanical mixed plant at OMC, complete as per drawing and Technical Specification No. 401 and in accordance to the MISP and C-ESMP. | 5092.2 | Cum | |
| 19 | 3.02 | Construction of wet mix Macadam (WMM) base course and profile correcting course with approved material 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 complete as per drawing and Technical Specification No. 406 and in accordance to the MISP and C-ESMP. | 14547.8 | Cum | |
| 20 | 3.03 | Construction of Cement Treated sub-base course providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. complete as per drawing and Technical Specification No. 403.2 and table 400.4 and in accordance to the MISP and C-ESMP | 22563.7 | Cum | |
| 21 | 4 | BILL NO. 4 : BITUMINOUS COURSE & RIGID PAVEMENT | |||
| 22 | 4.01 | Providing and applying primer coat with bitumen emulsion (SS1 grade) 6.0 kg to 9.0 kg/10 sqm (Slow Setting)on prepared surface of granular Base with low porosity (WMM or WBM) including clearing of road surface and spraying primer at the rate of minimum 0.6 kg/sum with pressure distributor and as per drawing and Technical Specification relevant Section-502 and in accordance to the MISP and C-ESMP. | 96415.3 | Sqm | |
| 23 | 4.02 | Providing and applying tack coat with bitumen(RS-1 grade)emulsion @ 2.0 kg to 2.5 kg/10 sqm over bituminous surface using emulsion pressure distributor on the prepared bituminous / granular surface cleaned with mechanical broom and as per drawing and Technical Specification relevant sections of Section-503 and in accordance to the MISP and C-ESMP. | 90225.8 | Sqm | |
| 24 | 4.03 | Providing and laying dense bituminous macadam with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction (Only cement will be used as filler) for Grading 1( 75-100mm thickness )with VG 30 grade bitumen, and complete in all respects as per drawings and Technical Specifications Section-505 and in accordance to the MISP and C-ESMP. | 76.9 | Cum | |
| 25 | 4.04 | Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects (Only cement will be used as filler) for Grading 2 ( 30-40 mm thickness ) with VG 30 grade bitumen and as per drawing and Technical Specifications Section- 507 and in accordance to the MISP and C-ESMP. | 3494.6 | Cum | |
| 26 | 4.05 | Providing and laying surface dressing for sealed shoulders as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per drawing and Technical specification No. 509 and in accordance to the MISP and C-ESMP. | 24875.6 | Sqm | |
| 27 | 4.06 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a paver /suitable construction means, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, Technical specifications and in accordance to the MISP and C-ESMP. | 484.1 | Cum | |
| 28 | 5 | BILL NO. 5 : CULVERTS | |||
| 29 | 5.01 | Earthwork in excavation of foundation of structures in all kinds of soil such as pick work, jumper work, soft and hard rock including chilling, wedging out of rock and blasting, if required and saturated soil and their intermediate classification in all heights and depths includes dressing, trimming, compacting the cut formation in accordance with requirement with lines grades 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 including all lifts and leads. The recovery of stone shall be made @ rate Rs. 545/- per cum for a minimum quantity of 100 cum from excavated quantity on prorata basis as per increase or decreases in the quantity of actual earthwork carried out, the recovery shall be done on pro-rata basis from contractor each running bill along with this item, complete as per drawings and Technical Specifications No. 304 and in accordance to the MISP and C-ESMP.. Rate of Stone Recovery is Exclusive of Royalty as applicable | 1984.9 | Cum | |
| 30 | 5.02 | Providing and laying back filling behind abutments, independent retaining wall ,median wall & box type abutment wall or any other area with selected imported granular materials of approved quality complete as per drawings and Technical Specifications No. 305 and Appendix-6 of IRC:78-2014 and in accordance to the MISP and C-ESMP. | 464 | Cum | |
| 31 | 5.03 | Providing and laying filter media behind abutment, median wall, Independent retaining wall and return wall complete as per drawings and Technical Specification No. 305 and Section 2500 and in accordance to the MISP and C-ESMP.. | 909.3 | Cum | |
| 32 | 5.04 | Providing and laying in position Plain Cement Concrete grade M15 for levelling course for culvert foundations, head wall, below approach slab etc. including formwork complete as per drawing and Technical Specifications Nos 1500, 1700, 1900 and 2100 and in accordance to the MISP and C-ESMP.. | 198.3 | Cum | |
| 33 | 5.05 | Providing and laying in position Plain Cement Concrete grade M20 for abutments foundation, headwalls , curtain wall, floor protection etc. including formwork complete as per drawing and Technical Specifications Nos 1500, 1700 and 2100 and in accordance to the MISP and C-ESMP. | 1514.4 | Cum | |
| 34 | 5.06 | Providing and laying reinforced cement concrete for box culverts including centring and shuttering all complete as per drawing and Technical Specifications Nos 1500, 1700, 2100, 2200 & 2300. (M30 Grade Concrete) and in accordance to the MISP and C-ESMP. | 593.8 | Cum | |
| 35 | 5.07 | Providing & fixing in position High Yield Strength Deformed (TMT) Fe 415 grade reinforcement bars in culverts etc. complete as per drawings and Technical Specifications Section 1600 and in accordance to the MISP and C-ESMP. | 53.3 | MT | |
| 36 | 5.08 | Providing and laying in position 65 mm thick wearing coat consisting of 40 mm thick bituminous concrete overlaid with a 25mm thick layer of mastic asphalt over deck slab after applying prime coat complete as per drawings and Technical Specifications section Nos. 502, 507, 516 and Section 2700 and in accordance to the MISP and C-ESMP. | 43 | Sqm | |
| 37 | 5.09 | Providing and laying Reinforced Cement Concrete M30 grade using crushed stone aggregates in Approach slab including reinforcement etc. complete as per drawings and Technical Specification Sections 1500, 1600, 1700 and 2704 and in accordance to the MISP and C-ESMP. | 5.3 | Cum | |
| 38 | 5.1 | Providing and laying in position Reinforced Cement Concrete grade M40 in crash barriers including reinforcement & 150mm dia HDPE Pipe, including providing bituminous fibber board and polysulphide joint filler at expansion joints/gap locations complete as per drawings and Technical Specifications section Nos. 811 and Sections 1500, 1600, 1700 and 2700 and in accordance to the MISP and C-ESMP. | 59.4 | Lm | |
| 39 | 5.11 | Providing, laying and jointing NP-4 1000 mm Dia Reinforced Cement Concrete Hume Pipe conforming to the requirements of IS :458 including testing of joints all complete as per drawings and Technical Specifications No 2900 and IRC : SP 13-2004 and in accordance to the MISP and C-ESMP.. | 760 | Lm | |
| 40 | 5.12 | Providing and laying Pitching on slopes and Quadrants laid over prepared filter media, Dry boulder toe wall complete as per drawing and Technical specifications and as per relevant sections of Section 2500 and in accordance to the MISP and C-ESMP.. | 56 | Cum | |
| 41 | 5.13 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and as per relevant sections of Section 2500 and in accordance to the MISP and C-ESMP.. | 28 | Cum | |
| 42 | 5.14 | Providing and laying 300mm thick concrete (M15) including 150mm thick flat stone Rigid Apron embedded in complete as per drawings and Technical specification and in accordance to the MISP and C-ESMP.. | 371.3 | Cum | |
| 43 | 5.15 | Providing and laying in position Plain Cement Concrete grade M15 for toe wall including formwork complete as per drawing and Technical Specifications Nos 1500, 1700, 1900 and 2100 and in accordance to the MISP and C-ESMP.. | 8.1 | Cum | |
| 44 | 5.16 | Providing and fixing weep holes in abutments, median wall, independent retaining wall or any other earth retaining structure complete as per drawings and Technical Specifications section No. 2706 and in accordance to the MISP and C-ESMP.. | 587 | No. | |
| 45 | 5.17 | Providing and fixing in position 20 mm thick remoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and Technical Specifications and in accordance to the MISP and C-ESMP.. | 17.4 | Sqm | |
| 46 | 5.18 | Providing and fixing in position drainage spouts in bridges complete as per drawings and Technical Specifications section No. 2705 and in accordance to the MISP and C-ESMP. | 8 | No. | |
| 47 | 5.19 | Providing and painting with Synthetic enamel paint of approved quality for Crash Barrier and as directed by Project Manager and in accordance to the MISP and C-ESMP. | 765.5 | Sqm | |
| 48 | 5.2 | Painting of Structure No. and span arrangement on bridge ends including all labour, materials, all leads and lifts etc. complete as per drawing, Technical Specifications Section 800 and in accordance to the MISP and C-ESMP.. | 160 | No. | |
| 49 | 5.21 | Providing and laying in position Plain Cement Concrete grade M15 for Chute Arrangements including formwork complete as per drawing and Technical Specifications Sections 1500, 1700, 1900 and 2100 and in accordance to the MISP and C-ESMP.. | 428.7 | Cum | |
| 50 | 5.22 | Providing and Construction of Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification for chute arrangements on downstream side for culvert locations at height and any depth complete as per drawings and specifications section 1400 and in accordance to the MISP and C-ESMP.. | 392.2 | Cum | |
| 51 | 6 | BILL NO 6 : DRAINAGE AND PROTECTIVE WORKS | |||
| 52 | 6.01 | Earthwork in excavation of foundation of structures in all kinds of soil such as pick work, jumper work, soft and hard rock including chilling, wedging out of rock and blasting, if required and saturated soil and their intermediate classification in all heights and depths includes dressing, trimming, compacting the cut formation in accordance with requirement with lines grades 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 including all lifts and leads. The recovery of stone shall be made @ rate Rs. 545/- per cum for a minimum quantity of 1302 cum from excavated quantity on prorata basis as per increase or decreases in the quantity of actual earthwork carried out, the recovery shall be done on pro-rata basis from contractor each running bill along with this item, complete as per drawings and Technical Specifications No. 304 and in accordance to the MISP and C-ESMP, Rate of Stone Recovery is Exclusive of Royalty as applicable | 26039 | Cum | |
| 53 | 6.02 | Providing and laying Plain Cement Concrete M15 grade in levelling course below drain foundation including shuttering complete as per drawings and Technical Specifications Sections, 1100, 1500, 1700 and 2700 and in accordance to the MISP and C-ESMP.. | 189.9 | Cum | |
| 54 | 6.03 | Providing and laying reinforced cement concrete M 25 grade for drain raft, walls and cover including centring and shuttering all complete as per drawing and Technical Specification Clause 1500, 1700, 2100, 2200 & 2300 and in accordance to the MISP and C-ESMP.. | 1123.5 | Cum | |
| 55 | 6.04 | Providing & fixing in position High Yield Strength Deformed (TMT) Fe 500 grade reinforcement bars in drain foundation, walls and cover slab complete as per drawings and technical Specifications Section 1600. for RCC drains and in accordance to the MISP and C-ESMP.. | 84.7 | MT | |
| 56 | 6.05 | Providing and fabrication MS structural Steel Gratings in RCC Drain including fabrication, fixing in position and weather proof coating as per drawing and relevant technical specifications and as directed by the Project Manager and in accordance to the MISP and C-ESMP. | 0.6 | MT | |
| 57 | 6.06 | Providing and laying Plain cement concrete of M 15 grade in levelling course for foundation for Breast Wall/ retaing wall as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200 and in accordance to the MISP and C-ESMP. | 117 | Cum | |
| 58 | 6.07 | Providing and Construction of Stone masonry work in cement mortar 1:3 for Breast Wall /retaing wall complete as drawing and Technical Specification Section 1400 and in accordance to the MISP and C-ESMP.. | 183.4 | Cum | |
| 59 | 6.08 | Providing and Construction of Random Rubble Stone masonry Dry in breast wall / retaining wall complete as drawing and Technical Specification section 1400 and in accordance to the MISP and C-ESMP.. | 348.8 | Cum | |
| 60 | 6.09 | Providing, laying and compacting filter material behind retaining walls / toe wall complete as per drawing and Technical specifications Clauses 305 & 2504 and in accordance to the MISP and C-ESMP. | 20874.8 | Cum | |
| 61 | 6.1 | Providing and laying Plain cement concrete of M 15 grade in levelling course for foundation for retaining walls / toe wall as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200 and in accordance to the MISP and C-ESMP. | 20543.4 | Cum | |
| 62 | 6.11 | Providing and laying in position Plain Cement Concrete grade M20 for retaining walls / toe wall etc. including formwork complete as per drawing and Technical Specifications Sections , 1500, 1700 and 2100 and in accordance to the MISP and C-ESMP. | 16111.9 | Cum | |
| 63 | 6.12 | Providing and laying M 30 grade Reinforced cement concrete complete for retaining walls / toe wall as per drawing and Technical Specifications Section 1500, 1700, 2100 and 2200 | 1144.7 | Cum | |
| 64 | 6.13 | Providing and laying back filling behind abutments, independent retaining wall ,median wall & box type abutment wall or any other area with selected imported granular materials of approved quality complete as per drawings and Technical Specifications section No. 305 and Appendix-6 of IRC:78-2014 and in accordance to the MISP and C-ESMP. | 4749.9 | Cum | |
| 65 | 6.14 | Providing, Cutting, Bending and Fixing of TMT reinforcement (TMT bars) Fe 500 for Retaining walls foundation, Structure complete as per Drawings and Technical Specifications Section 1600 and in accordance to the MISP and C-ESMP. | 140.6 | MT | |
| 66 | 6.15 | Providing and fixing weep holes in retaining walls as per Drawings and Technical Specifications Section 2700 and in accordance to the MISP and C-ESMP.. | 20721 | No.. | |
| 67 | 6.16 | Providing and construction of a gabion structure for retaining earth of required height and width with segments of wire crates divided into 1 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 Sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm with all leads and lifts and in accordance to the MISP and C-ESMP. | 291 | Cum | |
| 68 | 7 | BILL NO. 7 : TRAFFIC SIGNS, MARKINGS & OTHER APPURENANCES | |||
| 69 | 7.01 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and in accordance to the MISP and C-ESMP. for Lane/Centre line/Edge marking/ Traverse marking and any other marking | 4779.7 | Sqm | |
| 70 | 7.02 | Providing, laying, rumble strips of 300 mm wide and 5mm thick as traffic calming measures as per drawing at specified intervals with hot applied thermoplastic compound 5mm thick including reflectorising glass beads as per IRC:35, the finished top surface to be level, uniform and free from streaks and holes. complete as directed by the Project Manager and in accordance to the MISP and C-ESMP.. | 121 | Sqm | |
| 71 | 7.03 | Providing and fixing Retro-Reflectorised cautionary, mandatory and informatory signs as per IRC:67:2012 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminium skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M15 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer, complete as per drawings and Technical Specifications clause 801 and as directed by Project Manager and in accordance to the MISP and C-ESMP. for Facility Information Signs of Size: 800 mm x 600 mm | 6 | No. | |
| 72 | 7.04 | Providing and fixing Retro-Reflectorised cautionary, mandatory and informatory signs as per IRC:67:2012 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminium skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M15 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer, complete as per drawings and Technical Specifications clause 801 and as directed by Project Manager and in accordance to the MISP and C-ESMP. for Direction / Place Identification signs of 1200mm x 600mm. | 16 | No. | |
| 73 | 7.05 | Providing and fixing Retro-Reflectorised cautionary, mandatory and informatory signs as per IRC:67:2012 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminium skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M15 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer, complete as per drawings and Technical Specifications clause 801 and as directed by Project Manager and in accordance to the MISP and C-ESMP. for Advance Direction / Destination / Reassurance / Place Identification signs of 1200mm x 750mm | 3 | No. | |
| 74 | 7.06 | Providing and fixing Retro-Reflectorised cautionary, mandatory and informatory signs as per IRC:67:2012 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminium skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M15 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer, complete as per drawings and Technical Specifications clause 801 and as directed by Project Manager and in accordance to the MISP and C-ESMP. for Cautionary Sign of Size 600mm (Triangle) | 133 | No. | |
| 75 | 7.07 | Providing and fixing Retro-Reflectorised cautionary, mandatory and informatory signs as per IRC:67:2012 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminium skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M15 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer, complete as per drawings and Technical Specifications clause 801 and as directed by Project Manager and in accordance to the MISP and C-ESMP. for cautionary signs of Single Chevron board Markings with single post at Curve (Size 600x500mm). | 9 | No. | |
| 76 | 7.08 | Providing and fixing Retro-Reflectorised cautionary, mandatory and informatory signs as per IRC:67:2012 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminium skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M15 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer, complete as per drawings and Technical Specifications clause 801 and as directed by Project Manager and in accordance to the MISP and C-ESMP. for cautionary signs of Two Chevrons Markings boards with single post at Curve (Size 600x500mm). | 251 | No. | |
| 77 | 7.09 | Providing and fixing Retro-Reflectorised cautionary, mandatory and informatory signs as per IRC:67:2012 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminium skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M15 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer, complete as per drawings and Technical Specifications clause 801 and as directed by Project Manager and in accordance to the MISP and C-ESMP. for cautionary signs of Three Chevron Markings at Curve (Size 2300x600mm). | 6 | No. | |
| 78 | 7.1 | Providing and fixing Retro-Reflectorised cautionary, mandatory and informatory signs as per IRC:67:2012 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminium skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M15 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer, complete as per drawings and Technical Specifications clause 801 and as directed by Project Manager and in accordance to the MISP and C-ESMP. for Mandatory signs of Circular of size 600mm. | 102 | No. | |
| 79 | 7.11 | Providing and fixing Retro-Reflectorised cautionary, mandatory and informatory signs as per IRC:67:2012 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminium skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M15 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer, complete as per drawings and Technical Specifications clause 801 and as directed by Project Manager and in accordance to the MISP and C-ESMP. for Mandatory signs of Octagonal of size 750mm. | 3 | No. | |
| 80 | 7.12 | Providing and fixing Retro-Reflectorised cautionary, mandatory and informatory signs as per IRC:67:2012 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminium skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M15 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer, complete as per drawings and Technical Specifications clause 801 and as directed by Project Manager and in accordance to the MISP and C-ESMP. for Object Markers (Hazardous). | 328 | No. | |
| 81 | 7.13 | Providing and fixing in position for cautionary measures at specified locations with Convex Mirror of standard quality\n | 6 | No. | |
| 82 | 7.14 | Providing and fixing of road stud 100x 100 mm, die-cast moulded from ASA (Acrylic styrene acrylonitrile) High impact poly styrene or ABS body resistant to minimum support a load of 13635 Kg and Fitted with micro prismatic lence Reflector installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per MORTH latest circulars and as directed by the Project Manager | 3726 | No. | |
| 83 | 7.15 | Providing and fixing RCC/PCC Hectometre stones complete as per drawing and Technical Specifications clause 804 (including cost of reinforcement, painting and marking) | 59 | No. | |
| 84 | 7.16 | Providing and fixing RCC/PCC Kilometre stones complete as per drawing and Technical Specifications clause 804 (including cost of reinforcement, painting and marking) | 11 | No. | |
| 85 | 7.17 | Providing and fixing RCC/PCC 5th Kilometre stones complete as per drawing and Technical Specifications clause 804 (including cost of reinforcement, painting and marking) | 4 | No. | |
| 86 | 7.18 | Providing and fixing M.S. Railing for traffic islands/ median/Footpath including foundation concrete (M-15) and painting with approved paint etc. all complete job as per drawing and Technical Specifications Nos 300, 1500, 1700 & 1900. and in accordance to the MISP and C-ESMP. | 1582.3 | Lm | |
| 87 | 7.19 | Providing and erecting a Double (Two) Rail \"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 including cost and conveyance of all materials, equipment, machinery, and labour with all leads and lifts, loading and unloading charges as directed by the engineer and approved drawings etc., complete for finished item of work and in accordance to the MISP and C-ESMP. | 14387.1 | Lm | |
| 88 | 8 | BILL NO. 8 : MISCELLANEOUS & TRAFFIC SAFETY | |||
| 89 | 8.01 | Construction of 3.5m wide carriageway temporary diversion and providing traffic safety and control where necessary and as per direction of the Project Manager including maintenance thereof complete as per drawing and technical specification clause 112 and in accordance to the MISP and C-ESMP.. | 400 | Lm | |
| 90 | 8.02 | Construction of Wet Mix Macadam Base Course by providing Coarse graded crushed aggregates (Table 400-13) complete as per Technical Specifications section No. 406. for repair of existing road as directed by the Project Manager and in accordance to the MISP and C-ESMP.. | 611 | Cum | |
| 91 | 8.03 | Filling Pot- holes and Patch Repairs with open -graded Premix surfacing, 20mm. including removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per section 503, back filling the pot holes with hot bituminous material as per section 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per technical specifications section 3004.2.(For maintenance of road only). | 2220 | Sqm | |
| 92 | 8.04 | Providing and applying tack coat with bitumen (RS-1 grade)emulsion using emulsion pressure distributor on the prepared bituminous / granular surface cleaned with mechanical broom and as per relevant sections of Section-503 '@ 2.0 kg to 2.5 kg/10 Sqm over not primed granular surface or bituminous surface and in accordance to the MISP and C-ESMP.. | 888 | Sqm | |
| 93 | 8.05 | Providing and laying renewal coat over existing surface with bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Technical Specifications Section- 507. (Only cement will be used as filler) for Grading 2 ( 30-40 mm thickness ) with VG 30 grade bitumen and in accordance to the MISP and C-ESMP. | 27 | Cum | |
| 94 | 8.06 | Providing and Maintaining Safety barricading during construction with necessary markings, warning lights, sign boards, flags etc. complete as per drawing and technical specification clause 112 and as per the direction of the Project Manager and in accordance to the MISP and C-ESMP.. | 740 | Lm | |
| 95 | 8.07 | Construction of Bus Shelters complete as per Drawing complete as per PWD specifications and in accordance to the MISP and C-ESMP. | 5 | No. | |
| 96 | 8.08 | Providing, installing, commissioning and testing of single Arm street lighting system of suitable height with all brackets, luminaries, pillar box, photo cell timer cum contactor, cabling, earthing and all other necessary accessories and arrangement for making street lighting system complete and functional as shown in drawing and technical specification and as directed by Engineer and in accordance to the MISP and C-ESMP.., | 64 | No. | |
| 97 | 8.09 | Supplying, fitting and fixing High mast Light with of suitable height with all brackets, luminaries, pillar box, photo cell timer cum contactor, cabling, earthing and all other necessary accessories and arrangement for making High Mast system complete and functional as shown in drawing and technical specification and as directed by Engineer. and in accordance to the MISP and C-ESMP. | 1 | No. | |
| 98 | 8.1 | Construction of Water Harvesting System units including fixing of perforated pipes, channels, drainage filter,etc. complete as per drawings and as per CPWD or CGWB norms and relevant Technical specifications. (Locations shall be decided later in consultation with Project Manager) | 15 | No. | |
| 99 | 9 | BILL NO. 9 : SCHEDULE OF DAY WORKS | |||
| 100 | 9.01 | A) LABOUR: | |||
| 101 | 9.02 | Mate | 219.3 | Man day | |
| 102 | 9.03 | Mazdoor | 1014.1 | Man day | |
| 103 | 9.04 | Mason | 32.9 | Man day | |
| 104 | 9.05 | Operator | 253.6 | Man day | |
| 105 | 9.06 | Blacksmith | 109.7 | Man day | |
| 106 | 9.07 | Carpenter | 109.7 | Man day | |
| 107 | 9.08 | Fabricator /Fitter /Welder | 109.7 | Man day | |
| 108 | 9.09 | Blaster | 27.5 | Man day | |
| 109 | 9.1 | Bitumen Labour | 82.3 | Man day | |
| 110 | 9.11 | B) MATERIALS: | |||
| 111 | 9.12 | Cement OPC 43g/53g | 8.8 | MT | |
| 112 | 9.13 | HYSD (TMT) Reinforcement steel | 11 | MT | |
| 113 | 9.14 | Bitumen 60/70 grade | 6.6 | MT | |
| 114 | 9.15 | Coarse aggregates 10mm to 20mm size | 356.3 | Cum | |
| 115 | 9.16 | Wet Mix Macadam materials | 734.6 | Cum | |
| 116 | 9.17 | Coarse sand as per Specification | 252.2 | Cum | |
| 117 | 9.18 | C) CONTRACTORS EQUIPMENT (with Operator, POL & etc.,) | |||
| 118 | 9.19 | Deployment of truck mounted utility crane (8-10 MT capacity) | 318 | Hour | |
| 119 | 9.2 | Deployment of JCB (0.9 Cum capacity) | 1250 | Hour | |
| 120 | 9.21 | Dozer size upto 200 KW | 208.3 | Hour | |
| 121 | 9.22 | Mobile concrete batching plant/mixing plant | 22 | Hour | |
| 122 | 9.23 | Motor Grader | 394.7 | Hour | |
| 123 | 9.24 | Pumping Set (5HP) - for Dewatering | 22 | Hour | |
| 124 | 9.25 | Pumping Set (10HP) - for Dewatering | 22 | Hour | |
| 125 | 9.26 | Static Roller (8 -10 tonne capacity) | 22 | Hour | |
| 126 | 9.27 | Vibratory Roller (1-2 tonne capacity) | 32.9 | Hour | |
| 127 | 9.28 | Vibratory Roller (8-10 tonne capacity) | 274.1 | Hour | |
| 128 | 9.29 | Truck (10/12 tonnes capacity) | 438.6 | Hour | |
| 129 | 9.3 | Truck mounted Water Tanker (10 tonne capacity) | 43.9 | Hour | |
| 130 | 9.31 | Wheel Loader (1.5 cum) | 657.8 | Hour | |
| 131 | 10 | BILL NO. 10 : ENVIRONMENTAL MEASURES | |||
| 132 | 10.01 | Construction of Noise Barriers (random rubble masonry wall) on RHS of the road at Sensitive receptors (at 20+170, 22+450, 25+780), schools and hospitals as per drawing no. HP/BAR-SAI/NB-01 and HP PWD specifications and approval as directed by Project manager. | 110 | Lm | |
| 133 | 10.02 | Provision of Galvanized Iron Frame (2m X 3m X 0.15m) with Wooden Body (10m X 0.05m X 0.01m) Gate at Noise Barriers with all necessary fittings as per drawing No. HP/BAD-SAI/NB-01 and approval as directed by Project manager. | 3 | No. | |
| 134 | 10.03 | Provision of masonry bins of size having configuration of 2m X 4m X 1.2m Height, two at each sensitive location ( 3 Nos) for disposal of solid waste as per HP PWD specifications and approval as directed by Project manager. | 6 | No. | |
| 135 | 10.04 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Construction of hedge brush layer. | 19520 | Lm | |
| 136 | 10.05 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Construction of brush layer. | 18480 | Lm | |
| 137 | 10.06 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Construction of live palisade. | 840 | Lm | |
| 138 | 10.07 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Construction of live Fascine. | 1660 | Lm | |
| 139 | 10.08 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Grass slip plantation on slope <45° @ 100 drills/Sqm. | 2840 | Sqm | |
| 140 | 10.09 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Grass slip plantation on slope 45°-60° @ 100 drills/Sqm. | 1130 | Sqm | |
| 141 | 10.1 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Grass slip plantation on >60° slope @ 100 drills/Sqm. | 485 | Sqm | |
| 142 | 10.11 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Plantation of large sized stature grass slips at slope of <45° @ 20 slips/Sqm. | 1285 | Sqm | |
| 143 | 10.12 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Bamboo crib wall. | 1320 | Cum | |
| 144 | 10.13 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Tree plantation in plains within RoW. | 1260 | No. | |
| 145 | 10.14 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Shrub Plantation in plains Within Row. | 1180 | No. | |
| 146 | 10.15 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Agave plantation in slopes. | 50 | No. | |
| 147 | 10.16 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Group plantation of shrubs. | 50 | Sqm | |
| 148 | 10.17 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Hedge Plantation (2 plants/RM). | 120 | Lm | |
| 149 | 10.18 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Hedge Plantation (4 plants/RM). | 130 | Lm | |
| 150 | 10.19 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Bamboo plantation within RoW. | 190 | No. | |
| 151 | 10.2 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Grass seed sowing<40°. | 12560 | Sqm | |
| 152 | 10.21 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Grass seed sowing<40° with mulch. | 11520 | Sqm | |
| 153 | 10.22 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager. for Grass seed sowing on slope 40-45degree with mulch and jute netting. | 10930 | Sqm | |
| 154 | 10.23 | Carrying out Bio Engineering (nature based solutions) Interventions at selected locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying in accordance with HP manual on Specifications for bioengineering in slope stabilization and protection and relevant specifications by IRC) and approval as directed by Project manager for Hydro seeding including dressing/trimming of slope including removing of fractured material and maintenance with watering 2 to 3 times after 12hrs of hydro seeding @ 1 Litre/Sqm (each time) for six months/propagation of grasses and shrubs under supervision of hydro seeding provider | 12520 | Sqm | |
| 155 | 10.24 | Removal of Invasive Species like Lantana and Sea Ruthenium etc. from the project road corridor in accordance with the procedures stipulated by the Department of Forests, GoHP as approved and directed by Project manager as given in Appendix -17 in ESMP. | 42000 | Sqm | |
| 156 | 10.25 | Plantation of areas vacated by invasive species with suitable species for plantation and approved as directed by Project manager. | 42000 | Sqm | |
| 157 | 10.26 | Provide plantation with suitable species and tree guard along the Noise barriers, vacant and suitable places within RoW and maintenance of the same during entire construction period with 90% survival rate as decided by the Environmental Specialist of PMC. | 5000 | No. | |
| 158 | 10.27 | Carryout samples for Environmental Monitoring through an NABET accredited laboratory at operational sites/sensitive receptors/work camp sites/HMP sites/ Concrete Batch Plants as per CPCB Standard Procedures as directed by the Environmental Specialist of PMC. for Ambient Air Quality Monitoring. | 108 | No. | |
| 159 | 10.28 | Carryout samples for Environmental Monitoring through an NABET accredited laboratory at operational sites/sensitive receptors/work camp sites/HMP sites/ Concrete Batch Plants as per CPCB Standard Procedures as directed by the Environmental Specialist of PMC. for Water quality Monitoring. | 108 | No. | |
| 160 | 10.29 | Carryout samples for Environmental Monitoring through an NABET accredited laboratory at operational sites/sensitive receptors/work camp sites/HMP sites/ Concrete Batch Plants as per CPCB Standard Procedures as directed by the Environmental Specialist of PMC. for Noise level Monitoring. | 108 | No. | |
| 161 | 10.3 | Carryout samples for Environmental Monitoring through an NABET accredited laboratory at operational sites/sensitive receptors/work camp sites/HMP sites/ Concrete Batch Plants as per CPCB Standard Procedures as directed by the Environmental Specialist of PMC. for Soil Quality Monitoring. | 54 | No. | |
| 162 | 10.31 | Carrying out enhancement measures for identified Water bodies along the project corridor (22+970, 23+100, 23+200) as per drawing No. HP/BAD-SAI/WH-01,02,03 and approved as directed by Project manager for De-silting of water bodies | 300 | Cum | |
| 163 | 10.32 | Carrying out enhancement measures for identified Water bodies along the project corridor (22+970, 23+100, 23+200) as per drawing No. HP/BAD-SAI/WH-01,02,03 and approved as directed by Project manager for Provision of Crash Barriers for safety of road users and animals | 200 | Lm | |
| 164 | 10.33 | Carrying out enhancement measures for identified Water bodies along the project corridor (22+970, 23+100, 23+200) as per drawing No. HP/BAD-SAI/WH-01,02,03 and approved as directed by Project manager for Providing precast cement concrete benches (3 seated each) for seating | 12 | No. | |
| 165 | 10.34 | Carryout roadside Natural water sources enhancement (24+780) as per drawing No. HP/BAD-SAI/WH-04 and approved as directed by Project manager. | 1 | No. | |
| 166 | 10.35 | Providing and construction of enhancement measures for Crematorium at Km 24+900 as per drawing no (HP/BAD-SAI/CR-001) of access to the crematorium (by soiling of the granite stones) of length 60m and width 3m as per drawings and approval as directed by Project manager to create access to crematorium | 180 | Lm | |
| 167 | 10.36 | Providing and construction of enhancement measures for Crematorium at Km 24+900 as per drawing no (HP/BAD-SAI/CR-001) of access to the crematorium (by soiling of the granite stones) of length 60m and width 3m as per drawings and approval as directed by Project manager construction of precast cement concrete benches (3 seated each) for seating | 15 | No. | |
| 168 | 10.37 | Providing and construction of enhancement measures for Crematorium at Km 24+900 as per drawing no (HP/BAD-SAI/CR-001) of access to the crematorium (by soiling of the granite stones) of length 60m and width 3m as per drawings and approval as directed by Project manager to Providing Sintex tank and equivalent make of capacity 2000 kl water tank and mounted at suitable High ground with required inlet and outlet arrangements | 1 | No. |
AI Tender Summary
Tender Timeline
Dec 26, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 03, 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