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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC GANDAKHAAL PO BUWAKHAL DISTRICT PAURI GARHWAL | PAURI GARHWAL | UTTARAKHAND | 246001 | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹1.9 L (1.78%)Rejected-AOC N A | ₹1.1 Cr+₹1.9 L (1.78%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance N A | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-offline Document not Submitted |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance N A | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Offline Documents not Submitted |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance N A | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Offline Documents not Submitted |
| Sl No | Description | Qty | Unit | GIRJA PRASAD SEMWAL L2 | NARENDRA SINGH L1 |
|---|---|---|---|---|---|
| 1.00 | Earthworkinhillroad(hillsidecutting/filling):- Excavation inhillyareaforconstructionofroadinall typesofsoils&rockswithE&BandBLBasmetatsitetruetolinesasperplan, X section, L section camber, super elevation asrequired also including uprooting & cutting of bushesdressingof roadsurfacetotherequiredlevel andslopeswithall lead, liftsandsafedisposalof surplusexcavatedmaterialatsuitabledumpingplacesbymechanicalmeans/manualmeansindicatedinthedrawingwithoutdamagingforestandforest land includingslipclearanceduringhillsidecuttingasdirectedbyEngineer-in charge.Allkindsofsoil. Ordanarysoil, ordanaryrock, hardrock.2. RemovalofUnsuitable Soilwith Disposal cu.mRemovalofunsuitablesoil includingexcavation, loadingand disposalupto1000m lead but excluding compaction ground supporting
embankment sub grade replacement by suitable soil,whichshall be paid separately as per Clause 303.5.2 as per Technical Specifica on Clause 302.3.11. | 1 | L.S job | 23,00,000 ₹23,00,000 | 22,60,000 ₹22,60,000 Lowest |
| 2.00 | Excavation in Soil with Dozer with lead upto 100 m :Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. for Super Elevation. | 845.73 | CUM | 390 ₹3,29,834.7 | 388 ₹3,28,143.24 Lowest |
| 3.00 | Excavation in Soil with Dozer with lead upto 100 m :Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. for Super Elevation. | 283.5 | CUM | 50 ₹14,175 | 48 ₹13,608 Lowest |
| 4.00 | stone masonary in cement mortar for substructure complete as per drawing and technical specification clause 702,704,1202,1204 random rubble masonry in cement mortar 1:5 | 255.9 | CUM | 4,100 ₹10,49,190 | 4,011 ₹10,26,414.9 Lowest |
| 5.00 | Random Rubble Masonary laid dry in breast wall,retainingwall, parapets,scupper cu.m etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 666.06 | CUM | 2,300 ₹15,31,938 | 2,297 ₹15,29,939.82 Lowest |
| 6.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&Pand royaltiies etc.(As per PWD Uttarakhand specifications) | 331.99 | CUM | 3,950 ₹13,11,360.5 | 3,913 ₹12,99,076.87 Lowest |
| 7.00 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete. | 380.77 | CUM | 1,050 ₹3,99,808.5 | 1,023 ₹3,89,527.71 Lowest |
| 8.00 | Longitudinal katcha drain C/O of katcha drain per m | 1,475 | RMT | 150 ₹2,21,250 | 145 ₹2,13,875 Lowest |
| 9.00 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 92.82 | CUM | 4,550 ₹4,22,331 | 4,518 ₹4,19,360.76 Lowest |
| 10.00 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | 529.62 | SQM | 25 ₹13,240.5 | 22 ₹11,651.64 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
25 Mar 2025, 5:00 pmClosed
Executive Engineer
Rural Works Department Temp. division Ghansali TG
Construction work of rural motor road up to SC Basti via Silkakhal motor road in village Ulana.
2025_RES_81425_1
1035/RWD/NIT/2024-25 dt 11-03-2025
Open Tender
Civil Works - Roads
Item Wise
365 days
Ghansali
Please refer Tender documents.
1 document required · 1 mandatory
₹4,720
Yes
EE RWD Ghansali
₹2.6 L
Yes
2 Dec 2025
12 Mar 2025
26 Mar 2025
12 Mar 2025
25 Mar 2025
12 Mar 2025
Amount
Earthworkinhillroad(hillsidecutting/filling):- Excavation inhillyareaforconstructionofroadinall typesofsoils&rockswithE&BandBLBasmetatsitetruetolinesasperplan, X section, L section camber, super elevation asrequired also including uprooting & cutting of bushesdressingof roadsurfacetotherequiredlevel andslopeswithall lead, liftsandsafedisposalof surplusexcavatedmaterialatsuitabledumpingplacesbymechanicalmeans/manualmeansindicatedinthedrawingwithoutdamagingforestandforest land includingslipclearanceduringhillsidecuttingasdirectedbyEngineer-in charge.Allkindsofsoil. Ordanarysoil, ordanaryrock, hardrock.2. RemovalofUnsuitable Soilwith Disposal cu.mRemovalofunsuitablesoil includingexcavation, loadingand disposalupto1000m lead but excluding compaction ground supporting embankment sub grade replacement by suitable soil,whichshall be paid separately as per Clause 303.5.2 as per Technical Specifica on Clause 302.3.11.
Excavation in Soil with Dozer with lead upto 100 m :Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. for Super Elevation.
Excavation in Soil with Dozer with lead upto 100 m :Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. for Super Elevation.
stone masonary in cement mortar for substructure complete as per drawing and technical specification clause 702,704,1202,1204 random rubble masonry in cement mortar 1:5
Random Rubble Masonary laid dry in breast wall,retainingwall, parapets,scupper cu.m etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&Pand royaltiies etc.(As per PWD Uttarakhand specifications)
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
Longitudinal katcha drain C/O of katcha drain per m
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
Random Rubble stone masonary in Coolie walling including supply of all material, cu.m labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)
1-7 Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280&IS:4826 in150mmx 150mm meshlaid withstone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) 1-7-1 GI wire 10 gauge BWG
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203R.C.C grade M 20
providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 11-4-1 P.C.C grade M 10 11-4-1-1 Nominal mix 1:3:6
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Cement plaster 15 mm thick 1:4 on stone masonry
Gravel/Soil-Aggregate Base (Table 400.2) Grading Construction of gravel/soil-aggregate base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 120311-4-3-1 Nominal mix (1:2:4)
Detail of Pipe Line To Be Providing & Fixing 40 mm Dia (Add rate from DSR No. 18.12.5 Without gst) 617.05/1.18 =522.92
Detail of Pipe Line To Be Providing & Fixing 20 mm Dia (Add rate from DSR No. 18.12.2 Without gst) 368.60/1.18 =312.38
providing edge stones on valley side of formation as per drawing and technical metre specification clause 1608.4
Reinforced cement concrete M15 grade kilometre stone/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 KM Stone
Reinforced cement concrete M15 grade kilometre stone/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 200 m stone (precast)
Providing and Fixing Title Information Board Project each Providing and fixing of typical informatory sign board as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Providing and fixing of semi reflective cautionary, mandato and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
Removal of Unsuitable Soil with Disposal Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
GIRJA PRASAD SEMWAL (BID ID -369058)
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