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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹13.4 L (9.66%)Admitted-Finance | ₹1.5 Cr+₹13.4 L (9.66%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹16.7 L (12.0%)Admitted-Finance | ₹1.6 Cr+₹16.7 L (12.0%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹17.0 L (12.3%)Admitted-Finance | ₹1.6 Cr+₹17.0 L (12.3%) | L4 | Admitted-Finance |
| 5 | L5₹1.6 Cr+₹19.7 L (14.2%)Admitted-Finance | ₹1.6 Cr+₹19.7 L (14.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bhuwan Chandra Pandey L8 | M/S Patni Engineering and Construction L5 | M/s Pahchan Construction L3 | Pratap Singh Bisht L4 | devki nandan joshi L6 | M/S KSB Contractor L2 | Kailash Singh Adhikari L7 | Sanjay Singh Bora L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | |||||||||||
| 1.00Construction of R/Wall, B/Wall, Cross Drainage, Drain & Parapets, Deffect cutting etc. | |||||||||||
| 1.01 | Defact Cutting Excavation in soil/ ordinary rock /Hard Rock in Hilly Area by mechanical means Without useinng Dozer 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 Technical Specification Clause 1603.1 | 1 | Job | 17,60,000 ₹17,60,000 | 13,19,514 ₹13,19,514 | 5,00,000 ₹5,00,000 | 13,49,000 ₹13,49,000 | 15,15,000 ₹15,15,000 | 14,07,483 ₹14,07,483 | 17,00,000 ₹17,00,000 | 1,000 ₹1,000 Lowest |
| 1.02 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 1,015.01 | Cum | 409.5 ₹4,15,646.59 | 348.12 ₹3,53,345.28 | 350 ₹3,55,253.5 | 190 ₹1,92,851.9 Lowest | 352.5 ₹3,57,791.03 | 328 ₹3,32,923.28 | 409 ₹4,15,139.09 | 250 ₹2,53,752.5 |
| 1.03 | 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&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 301.08 | Cum | 3,988.7 ₹12,00,917.8 | 3,190.97 ₹9,60,737.25 | 3,000 ₹9,03,240 Lowest | 3,400 ₹10,23,672 | 3,518.2 ₹10,59,259.66 | 3,200 ₹9,63,456 | 3,988 ₹12,00,707.04 | 3,200 ₹9,63,456 |
| 1.04 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 856.53 | Cum | 2,203.3 ₹18,87,192.55 | 1,873.03 ₹16,04,306.39 | 1,900 ₹16,27,407 | 1,960 ₹16,78,798.8 | 1,944 ₹16,65,094.32 | 1,763 ₹15,10,062.39 Lowest | 2,150 ₹18,41,539.5 | 1,900 ₹16,27,407 |
| 1.05 | Hand packed stone filling in the back of R/Wall including supply of all materail labour T&P etc. required for proper completion of the work direction by E/I | 310.41 | Cum | 1,050.2 ₹3,25,992.58 | 945.29 ₹2,93,427.47 | 400 ₹1,24,164 Lowest | 840 ₹2,60,744.4 | 926 ₹2,87,439.66 | 840 ₹2,60,744.4 | 1,050 ₹3,25,930.5 | 500 ₹1,55,205 |
| 1.06 | 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 | 67.2 | Cum | 6,052.7 ₹4,06,741.44 | 5,750.68 ₹3,86,445.7 | 5,000 ₹3,36,000 | 5,549 ₹3,72,892.8 | 5,338 ₹3,58,713.6 | 4,842 ₹3,25,382.4 Lowest | 6,052 ₹4,06,694.4 | 5,000 ₹3,36,000 |
| 1.07 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 | 56 | Cum | 6,682.7 ₹3,74,231.2 | 6,015.1 ₹3,36,845.6 | 5,500 ₹3,08,000 | 6,300 ₹3,52,800 | 5,894 ₹3,30,064 | 5,346 ₹2,99,376 Lowest | 6,682 ₹3,74,192 | 6,300 ₹3,52,800 |
| 1.08 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204In cement mortar (1:5) | 80.52 | Cum | 4,501.6 ₹3,62,468.83 | 3,601.3 ₹2,89,976.68 | 4,000 ₹3,22,080 | 3,749 ₹3,01,869.48 | 3,969 ₹3,19,583.88 | 3,601 ₹2,89,952.52 Lowest | 4,500 ₹3,62,340 | 4,300 ₹3,46,236 |
Tender Value
₹1.9 Cr
EMD Value
₹4.4 L
Closing Date
23 Dec 2024, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Improvement and Damrikaran of Bajol Bazar to Almiyakande Motor Road in Km. 1 to 2.65 in Ranikhet Constituency of district Almora under State Sector.
2024_pwd_78096_1
5185/Nivida-01/2024-25 dated 14/11/2024
Open Tender
Civil Works
Item Rate
365 days
Ranikhet
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Ranikhet
₹4.4 L
Almora
26 Dec 2024
21 Nov 2024
23 Dec 2024
21 Nov 2024
23 Dec 2024
13 Dec 2024
12 Dec 2024
Amount
Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.
Construction of R/Wall, B/Wall, Cross Drainage, Drain & Parapets, Deffect cutting etc.
Defact Cutting Excavation in soil/ ordinary rock /Hard Rock in Hilly Area by mechanical means Without useinng Dozer 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 Technical Specification Clause 1603.1
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
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&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Hand packed stone filling in the back of R/Wall including supply of all materail labour T&P etc. required for proper completion of the work direction by E/I
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
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204In cement mortar (1:5)
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
Reinforced cement concrete in substructure complete asper drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, R.C.C grade M 25.
Damarikaran Work
WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.By Manual Means
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityGrading 2 as per Technical Specification Clause 405.
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405..[Grading of no-3]
Low porosity 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
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per TechnicalSpecification Clause 508.2
Seal Coat with Emulsion Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
Signage and Road Safety Work
Providing and laying stone of approved size and quality as plum in plum concrete for proper completion of work as per direction of Engineer In Charge.
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
Construction of unlined surface drains of average cross-sectionalarea 0.40 sqm in soil to specified lines, grades, levels anddimensions. Excavated material to be used in embankment with alift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means
Reinforced cement concrete M15 grade kilometre stone/localstone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703Ordinary Kilometer Stone (Precast)
Supply and fixing of Hectometer stone as per standard drawing including supply of all materials, labour, T&P etc. require for proper completion of work as per direction of Engineer-in-charge.
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc.required for proper completion of the work.(As per PWD Uttarakhand specifications)
Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 mm equilateral triangle
Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 mm circular
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of Type IV retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB,firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of Type IV retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min\ 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2.5:5)P.C.C grade M 15
Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "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, 1.8m 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.
M/S KSB Contractor (BID ID -352584)
M/s Pahchan Construction (BID ID -352565)
Pratap Singh Bisht (BID ID -352570)
M/S Patni Engineering and Construction (BID ID -352478)
devki nandan joshi (BID ID -352559)
Kailash Singh Adhikari (BID ID -352141)
Bhuwan Chandra Pandey (BID ID -352169)
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