Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance | ₹1.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.7 Cr+₹5.8 L (3.42%)Accepted-Finance | ₹1.7 Cr+₹5.8 L (3.42%) | L2 | Accepted-Finance L2 |
Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
14 Sept 2021, 4:30 pmClosed
Superintending Engineer PMGSY Circle Srinagar
Engineering Complex, Block-C, Rajbagh, Srinagar
Upgradation and maintenance of road from L055-BL Road KM 3rd RD 50 to Katu (Balance work), Package no JK01-308, Length 2.30km , carriageway width 5.50m, Phase-X PMGSY Division Anantnag
2021_KSRRD_113067_1
JK01308
Open Tender
CIVIL
Item Rate
200 days
Anantnag
Please refer Tender documents.
18 documents required · 18 mandatory
₹10,000
Accounts Officer PMGSY Kashmir
₹3.7 L
Yes
Srinagar
22 Nov 2021
6 Sept 2021
15 Sept 2021
6 Sept 2021
14 Sept 2021
6 Sept 2021
9 Sept 2021
Amount
(A) Preparatory work
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Techanical Specification Clause 201.By mechanical means.In area of non thorny Jungle
Uprooting and removal of stumps and roots. Including disposal as per directions of site engineer.
Girth above 300mm – 600mm
Girth above 600mm – 900mm
Girth above 900mm – 1800mm
Girth above 1800mm – 2700mm
(B ) EARTH WORK
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth as directed by Er. incharge as per technical specification clause 1603.1.
Construction of embankment with approved material deposited at site from roadway cutting complete job as directed by the engineer incharge.
Construction of unlined surface drain of average croossectional area 0.4 sqm. In soil
PART C:- Cross Drainages (A) Constructions of Pipe Culverts)
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. All sorts of soil.
Providing concrete for plain/reinforced concrete (P.C.C grade M 10, Nominal mix 1:3:6, hand mix.) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
Providing concrete for plain/reinforced concrete (P.C.C grade M 15, in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106 Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
300mm dia
500 mm dia
Backfilling behind abutment,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
(b) P.C.C Toe/Edge Wall
Earth work in Excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing , close timbering removal of stumps and other deleterious material including its disposal,upto a lead of 50m ,dressing of sides, bottom and backfilling in trenches with excavated suitable material.All sorts of soil.
Type B (First Class) Bedding:- Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
Providing concrete for Plain / reinforced concrete in open foundation including dewatering complete as per drawings and technical specification clause 802,803, 1202 and 1203.Including loading, unloading,haulages, royality,octroi charges, form work etc complete. P.C.C grade M-10
Providing concrete for Plain / reinforced concrete in open foundation including dewatering complete as per drawings and technical specification clause 802,803, 1202 and 1203.Including loading, unloading,haulages, royality,octroi charges, form work etc complete. P.C.C grade M-15
Plum in concrete having size less than 150mm .Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
Providing weep holes in plain/reinforced cement concrete abutment, wing wall & return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204. 3.7
Backfilling behind abutment,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
(D) Construction of Cement Concrete Drain
Earth work in Excavation for structures including dewatering as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing , close timbering removal of stumps and other deleterious material including its disposal,upto a lead of 50m ,dressing of sides, bottom and backfilling in trenches with excavated suitable material.All sorts of soil.
Type B (First Class) Bedding: Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
Providing concrete for Plain / reinforced concrete in open foundation including dewatering complete as per drawings and technical specification clause 802,803, 1202 and 1203.Including loading, unloading,haulages, royality,octroi charges, form work etc complete. P.C.C grade M-10
Providing concrete for Plain / reinforced concrete in open foundation including dewatering complete as per drawings and technical specification clause 802,803, 1202 and 1203.Including loading, unloading,haulages, royality,octroi charges, form work etc complete. P.C.C grade M-15
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M-25 Grade(Approach Slabs).Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
Supplying , fitting and placing TMT bar reinforcement (Fe 415) in superstructure complete as per drawing and technical specification clauses 1002, 1010 and 1202 Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
(E) PAVEMENT
Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level,watered,graded and compacted in layers to meet requirement of Tables 300.1 and300.2 for subgrade construction as per technical specification clause 303.5.2.
Scarifying existing bituminous surface by mechanical means & disposal of scarified material with a lift upto 3 m & lead upto 1000 m as per technical specifications clause 301.5
Granular sub-base :- Granular sub-base course with local materials nallah /quarry (Table 400.13)by mix in place method normal, Construction of granular sub-base by providing local material spreading in uniform layers with mortor grader/ manually on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401,401.4 as per Technical Specification Clause 408 (using naturally occuring gravel) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured).
WMM: Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug miller), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading & maintenance of diversion, etc as per tables 400.11 & 400.12 & technical specification clause 406 Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
Prime Coat :- Providing and applying (medium Porosity) Primer coat with bitumen emulsion (SS-1) V.G-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm as per Technical Specification Clause 502. Including cost, loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Tack Coat :- Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Bituminous Macadam :- Providing and laying bituminous macadam (50mm thick) with hot mix plant using crushed aggregates of grading as per table 500.3 and 500.4 premixed with bitumen binder V.G -10, not less than 3.3 % laid over a previously prepared surface with paver finisher to the required camber,grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
20mm OGPC:- Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size aggregates either using penetration grade bitumen V.G-10 to required line, grade, camber and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with 80-100 K.N,finished to required level and grade as per Technical Specification Clause 508.By Mechanical Means .Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type B bitumen (S-90) as per Technical Specification Clause 510 and 510.2.3 by mechanical means (S-90) Including loading, unloading, haulage, octroi charges etc complete (finished work to be measured).
Earthen Shoulder:Construction of Shoulder with approved material obtained from borrow pits with a lift upto 1.5m transporting to site spreading grading to required slope and compacting to meet requirements of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.Including loading, unloading octerio, royality (haulage) etc finished work to be measured.
Part F Road Furniture
Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and , as per drawing Clause 1701 and annexure 1700.1. (Fig No.2 ).with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Providing and fixing of Citizen Information Board as per drawing and detail of PMGSY (Fig 3 "A") with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Providing and Fixing of PMGSY Logo Board( at 2 Kms /Logo Board ) as per drawing and details of PMGSY (Fig: 5 with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per drawing and technical specification Clause 1703. (Ordinary Kilometer stone: precast) with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Reinforced cement concrete M-15 grade Boundary Pillars / 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 1704.with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Providing and fixing of mandatory / cautionary / informatory sign boards to be fixed at different locations as per drawing annexed.with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
Maintenance cost of Ist year
Maintenance cost of 2nd year
Maintenance cost of 3rd year
Maintenance cost of 4th year
Maintenance cost of 5th year
The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.
KAISER CONSTRUCTIONS
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .