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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 Cr+₹18.0 L (5.12%)Admitted-Finance | ₹3.7 Cr+₹18.0 L (5.12%) | L2 | Admitted-Finance |
| 3 | L3₹3.7 Cr+₹22.2 L (6.30%)Admitted-Finance | ₹3.7 Cr+₹22.2 L (6.30%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MANZOOR AHMAD SHEIKH L1 | Shine Road Construction Company L2 | m b road construction company L3 |
|---|---|---|---|---|---|---|
| 1.00PART A: CUTTING OF TREES | ||||||
| 2.00Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. | ||||||
| 3.00 | 300 - 600 mm Girth | 165 | No. | - | - | - |
| 4.00 | 600 - 900 mm Girth | 38 | No. | - | - | - |
| 5.00 | 900 - 1800 mm Girth | 22 | No. | - | - | - |
| 6.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(Stone Pitching/Dry Stone Spalls) | 658.25 | CUM | - | - | - |
| 7.00PART B: EARTHWORK | ||||||
| 8.00 | Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1, | 722.43 | CUM | - | - | - |
| 9.00 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2, | 240.81 | CUM | - | - | - |
| 10.00 | Excavation for roadway in hard rock by mechanical means, (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5, | 240.81 | CUM | - | - | - |
Tender Value
₹4.2 Cr
EMD Value
₹8.5 L
Closing Date
19 May 2020, 4:30 pmClosed
Superintending Engineer PMGSY (JKRRDA) Circle Sgr
Engineering Complex, Block-C, Rajbagh, Srinagar
Upgradation and Maintenance of road T02-Kolan Rezan, Stage-U, Length 3.5Kms, Carriageway 5.5m PMGSY-II (2019-20), Package No. JK13-2002 (Third Tender Call)
2020_KSRRD_92168_1
JK132002
Open Tender
CIVIL
Item Rate
365 days
Ganderbal
Please refer Tender documents.
18 documents required · 18 mandatory
₹10,000
Accounts Officer PMGSY Kashmir
₹8.5 L
Srinagar
2 Jun 2020
9 May 2020
20 May 2020
9 May 2020
19 May 2020
12 May 2020
11 May 2020
Amount
PART A: CUTTING OF TREES
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
300 - 600 mm Girth
600 - 900 mm Girth
900 - 1800 mm Girth
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(Stone Pitching/Dry Stone Spalls)
PART B: EARTHWORK
Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1,
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2,
Excavation for roadway in hard rock by mechanical means, (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5,
PART C: PAVEMENT
Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
Providing, Laying and spreading of Nallah Mukh/RBM with nearest source including watering and compacting to the required densityby mechanical means.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete job .)
Wet Mix Macadam. Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), 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 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406..including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Scarifying the existing Bituminious: Scarifying road surface by mechanical means upto required depth and disposal of scarified material with a reqd lead and lift as per technical specification clause 301.4
Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (Low Porosity)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Bituminous Macadam : Providing and laying bituminous macadam with hot mix plant 50 mm thick using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
20mm thick OGPC: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.(By Mechanical Means.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (By Mechanical Means)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured)
Khak Bajri Shoulder :- Construction of shoulders with material obtained from approved source with all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per technical specifications clause 303.1. , .including loading, unloading, haulages,octroi charges and royality complete. (finished work to be measured complete)
PART D: RETAINING WALL / BREAST WALL
SECTION 1: HEIGHT 2M
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and back filling in trenches with excated suitable material (ordinary soil up to 3 mt depth)
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6).including loading, unloading, haulages,octroi charges and royality complete. (finished work to be measured complete)
Polygonal/ Random Rubble masonry, uncoursed brought to course in cement sand mortar 1:5, with quarry stones in foundation and plinth incl cost of bond stones and levelling up at specified levels with M-5 grade ( stone aggregate 20mm size).including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Polygonal/ Random Rubble masonry, uncoursed brought to course with quarry stones laid DRY in foundation and plinth incl cost of bond stones..including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Providing P.C.C. M 20 50mm thick Coping on top of retaining wall/breast wall..including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
SECTION 2: HEIGHT 3M
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and back filling in trenches with excated suitable material(ordinary soil up to 3 mt depth)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Polygonal/ Random Rubble masonry, uncoursed brought to course in cement sand mortar 1:5 with quarry stones in foundation and plinth incl cost of bond stones and levelling up at specified levels with M-5 grade ( stone aggregate 20mm size).including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Polygonal/ Random Rubble masonry, uncoursed brought to course with quarry stones laid DRY in foundation and plinth incl cost of bond stones..including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Providing P.C.C. M 20 50mm thick Coping on top of retaining wall/breast wall..including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
PART E: TOE WALL
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and back filling in trenches with excated suitable material(ordinary soil up to 3 mt depth)
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,octroi charges and royality complete.(finished work to be measured complete)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M-15 Nominal mix 1:2.5:5),.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
PART F: 1 X 8M SPAN CULVERT
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in ordnary soil with lead upto 3m.
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M-10 Nominal mix 1:3:6), { P.C.C grade M 10 Nominal mix 1:3:6},including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 , RCC Grade M-25 .including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. RCC Grade M-25 .including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Providing Reinforced cement concrete in Superstructure complete as per drawings and technical specifications clause 800,1205.4 & 1205.5 RCC Grade M-30 .including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Supplying, fitting, and placing TMT bar reinforcement in Foundation / Substructure/ Superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202,including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material), including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Dewatering / Diversion of Nallah during execution if found necessary including traffic diversion.
PART G: PCC DRAIN
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material. (with a lift of 3 Mtrs)
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M-10 Nominal mix 1:3:6) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 {PCC grade M 15 Nominal mix (1:2.5:5)} including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Providing and laying plain cement concrete in open foundation as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 {PCC grade M 20 design mix},.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
PART H: (500 mm Dia PIPE)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material.(Ordinary soil upto 3m depth)
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,octroi charges and royality complete.(finished work to be measured complete)
Polygonal Random Rubble massonary,uncoursed brought to course in cement sand mortar 1:5 with quarry stone in foundation and plinth incl cost of bond stones and levelling up at specified levels with M15(stone aggregate 20 mm size) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured 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 as per Clause 1106. (500 mm dia) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
PART I: VENTED CAUSEWAY 7M SPAN
Clearance of Debris accumulated due to cloud bursts consists of shingle and Murrum and undesirable material from the working area incl. disposal of material incl. all lifts and leads my mechanical means upstream and down stream
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in ordnary soil with lead upto 3m.
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,octroi charges and royality complete.(finished work to be measured complete)
Type A (concrete cradle) bedding, laying concrete cradle bedding with M15 Grade cement concrete as per clause 1105 (i), .including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Polygonal/ Random Rubble Stone masonry in cement mortar 1:5 mix for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204,.including loading, unloading, haulages,octroi charges and royality complete. (finished work to be measured complete)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 {R.C.C grade M 25 design mix}, .including loading, unloading, haulages,octroi charges and royality complete. (finished work to be measured complete)
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202,.including loading, unloading, haulages,octroi charges and royality complete. (finished work to be measured complete)
Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 ,.including loading, unloading, haulages,octroi charges and royality complete. (finished work to be measured complete)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material), .including loading, unloading, haulages,octroi charges and royality complete. (finished work to be measured complete)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Diversion of nallah / dewatering of trenches & construction of temporary diversion of road during execution of work and removal of te same after completion of work as directed by the site engineer.Also dewatering of trenches by way of pumping out water during execution of work including refilling the trenches after completion of work (complete job) ,
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106..(1200 mm dia),.including loading, unloading, haulages,octroi charges and royality complete. (finished work to be measured complete)
PART J: 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 .)
Construction of Reference Pillars as per figure 1600.1(b) as per Drawings and Technical specification clause 1602.1 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 .)
Construction of Back Pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.3 with all leads, lifts, loading unloading handling , Re-handling and octori. (Finished work to be measured, complete .)
Reinforced cement concrete M15 grade Boundary Pillars/Local Stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704, .including loading, unloading, haulages,octroi charges and royality complete. (finished work to be measured complete)
Providing and fixing of Retro-Reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801,
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 1st 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.
Shine Road Construction Company
m b road construction company
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