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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹11.8 L (7.39%)Admitted-Finance | ₹1.7 Cr+₹11.8 L (7.39%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹18.5 L (11.5%)Admitted-Finance | ₹1.8 Cr+₹18.5 L (11.5%) | L3 | Admitted-Finance |
| 4 | L4₹1.9 Cr+₹34.0 L (21.2%)Admitted-Finance | ₹1.9 Cr+₹34.0 L (21.2%) | L4 | Admitted-Finance |
| 5 | L5₹1.9 Cr+₹34.1 L (21.3%)Admitted-Finance NEAR SBI TAKULA ROAD DISTT BAGESHWAR | ₹1.9 Cr+₹34.1 L (21.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Harminder Singh Anand L3 | Nainital Construction L4 | PARIHAR CONSTRUCTION L5 | Pratap Singh Bisht L1 | M/S KSB Contractor L2 |
|---|---|---|---|---|---|---|---|---|
| .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. | ||||||||
| 1.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 162 | Cum | 1,150 ₹1,86,300 | 1,400 ₹2,26,800 | 1,402 ₹2,27,124 | 825 ₹1,33,650 Lowest | 1,197 ₹1,93,914 |
| 2.00 | 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 2 as per Technical Specification Clause 405. By Mechanical Means | 1,477 | Cum | 1,940 ₹28,65,380 | 1,992 ₹29,42,184 | 1,994 ₹29,45,138 | 1,395 ₹20,60,415 Lowest | 1,705 ₹25,18,285 |
| 3.00 | 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. By Mechanical Means | 1,477 | Cum | 2,000 ₹29,54,000 | 2,150 ₹31,75,550 | 2,150 ₹31,75,550 | 1,494 ₹22,06,638 Lowest | 1,839 ₹27,16,203 |
| 4.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 1,200 | Cum | 56 ₹67,200 | 69 ₹82,800 | 69.2 ₹83,040 | 29 ₹34,800 Lowest | 59 ₹70,800 |
| 5.00 | 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 | 19,688 | Sqm | 40 ₹7,87,520 | 44 ₹8,66,272 | 44.1 ₹8,68,240.8 | 36 ₹7,08,768 Lowest | 42 ₹8,26,896 |
| 6.00 | 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. | 19,688 | Sqm | 12 ₹2,36,256 | 14.2 ₹2,79,569.6 | 14.2 ₹2,79,569.6 | 9 ₹1,77,192 Lowest | 13.5 ₹2,65,788 |
| 7.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 19,688 | Sqm | 160 ₹31,50,080 Lowest | 172 ₹33,86,336 | 172.4 ₹33,94,211.2 | 168 ₹33,07,584 | 164.7 ₹32,42,613.6 |
| 8.00 | 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 Type B | 19,688 | Sqm | 70 ₹13,78,160 Lowest | 78.8 ₹15,51,414.4 | 78.8 ₹15,51,414.4 | 73 ₹14,37,224 | 75.3 ₹14,82,506.4 |
| 9.00 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means | 4,600 | Rmt | 15 ₹69,000 | 17.6 ₹80,960 | 17.6 ₹80,960 | 9 ₹41,400 Lowest | 15 ₹69,000 |
Tender Value
₹1.9 Cr
EMD Value
₹4.6 L
Closing Date
16 Dec 2024, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Improvement and Damrikarn of Jheepa Tanla Jamirkhet Motor Road in Km. 0 to 5 in Sult Constituency of Almora district under the State Sector.
2024_pwd_78308_1
5266/Nivida-01/2024-25 dated
Open Tender
Civil Works
Item Rate
455 days
Sult
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Ranikhet
₹4.6 L
Almora
19 Dec 2024
28 Nov 2024
16 Dec 2024
28 Nov 2024
16 Dec 2024
7 Dec 2024
6 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 coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
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 2 as per Technical Specification Clause 405. By Mechanical Means
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. By Mechanical Means
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification 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 Type B
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means
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. Ordinary soil Upto 3 m 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
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 20 Nominal mix (1:2:4)
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 back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Construction of Parapets
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
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
600 mm equilateral triangle
600 mm circular
800 mm x 600 mm rectangular
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 15 Nominal mix (1:2.5:5)
Metal Beam Crash Barrier 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, 1.8 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 ( if Concrete Required for Vertical post Fixing will be paid extra)
M/S KSB Contractor (BID ID -351417)
Harminder Singh Anand (BID ID -351204)
Nainital Construction (BID ID -351293)
PARIHAR CONSTRUCTION (BID ID -351418)
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