Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance NEAR BANK OF BARODA 70 DEHRADUN ROAD RISHIKESH DISTRICT DEHRADUN | RISHIKESH | DEHRADUN | UTTARAKHAND | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹2.5 L (1.76%)Admitted-Finance | ₹1.5 Cr+₹2.5 L (1.76%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹4.9 L (3.39%)Admitted-Finance | ₹1.5 Cr+₹4.9 L (3.39%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹21.7 L (14.9%)Admitted-Finance | ₹1.7 Cr+₹21.7 L (14.9%) | L4 | Admitted-Finance |
| 5 | L5₹1.7 Cr+₹27.6 L (19.0%)Admitted-Finance | ₹1.7 Cr+₹27.6 L (19.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S.N.Z.CONSTRUCTION CO. L6 | M/s V K Aggarwal L9 | SHREE AADI SHIV CONSTRUCTION L7 | Rama Gupta Constructions L8 | Shiva Associates L4 | Ms Kay Kay Construction L3 | MARC ENGINEERIANS L10 | GAYATRI CONSTRUCTION L2 | M/s P.K.Infratech L1 | GIRISH KUMAR BHARDWAJ L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto suitable location, Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift desired disposed location as per MORD Technical Specification Clause 302.3 | 387 | Cum | 161 ₹62,307 | 38.2 ₹14,783.4 | 165 ₹63,855 | 40 ₹15,480 | 38.05 ₹14,725.35 | 40 ₹15,480 | 40 ₹15,480 | 35 ₹13,545 | 30 ₹11,610 Lowest | 38 ₹14,706 |
| 2.00 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto desire Location, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead desired location as per MORD Technical Specification Clause 301.50 | 954.6 | Cum | 450 ₹4,29,570 | 444.84 ₹4,24,644.26 | 451 ₹4,30,524.6 | 57 ₹54,412.2 | 54.15 ₹51,691.59 | 57 ₹54,412.2 | 465.8 ₹4,44,652.68 | 50 ₹47,730 Lowest | 400 ₹3,81,840 | 55 ₹52,503 |
| 3.00 | Construction of granular sub-base (Average thickness 10cm) 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 smooth wheel roller to achieve the desired density, complete as per MORD Technical Specification Clause 401.For Grading II Material | 154.8 | Cum | 2,100 ₹3,25,080 | 2,109.6 ₹3,26,566.08 | 2,100 ₹3,25,080 | 2,209 ₹3,41,953.2 | 2,098.77 ₹3,24,889.6 | 1,900 ₹2,94,120 | 2,209 ₹3,41,953.2 | 1,800 ₹2,78,640 Lowest | 2,000 ₹3,09,600 | 2,165 ₹3,35,142 |
| 4.00 | 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Technical Specification Clause 405.(Average thickness 75mm) | 116.1 | Cum | 2,500 ₹2,90,250 | 2,823.55 ₹3,27,814.16 | 2,500 ₹2,90,250 | 2,634.7 ₹3,05,888.67 | 2,503.23 ₹2,90,625 | 2,200 ₹2,55,420 | 2,956.6 ₹3,43,261.26 | 2,100 ₹2,43,810 Lowest | 2,200 ₹2,55,420 | 2,585 ₹3,00,118.5 |
| 5.00 | 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 MORTH Technical Specification Clause 406. (By Mechanical Means Average thickness 200mm) | 2,580 | Cum | 2,300 ₹59,34,000 | 2,795.5 ₹72,12,390 | 2,320 ₹59,85,600 | 2,869 ₹74,02,020 | 2,725.84 ₹70,32,667.2 | 2,450 ₹63,21,000 | 2,869 ₹74,02,020 | 2,200 ₹56,76,000 Lowest | 2,200 ₹56,76,000 Lowest | 2,815 ₹72,62,700 |
| 6.00 | 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 kg/sqm using mechanical means as per MORTH Technical Specification Clause 502 | 12,900 | Sqm | 45 ₹5,80,500 | 43 ₹5,54,700 | 46 ₹5,93,400 | 43.2 ₹5,57,280 | 41.04 ₹5,29,416 | 37 ₹4,77,300 | 43.2 ₹5,57,280 | 30 ₹3,87,000 | 25 ₹3,22,500 Lowest | 42 ₹5,41,800 |
| 7.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 25,800 | Sqm | 13 ₹3,35,400 | 11.3 ₹2,91,540 | 13.5 ₹3,48,300 | 13.6 ₹3,50,880 | 10.73 ₹2,76,834 | 9.7 ₹2,50,260 Lowest | 11.3 ₹2,91,540 | 10 ₹2,58,000 | 10 ₹2,58,000 | 13 ₹3,35,400 |
| 8.00 | Providing and laying 50mm average thick bituminous macadam with hot mix plant using crushed aggregates of grading II as per Table 500.4 premixed with bituminous binder VG-10 bulk@ 3.3% by weight of total mix and filler, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction @ 2.20gm/cc density (Rate shall be adjusted after execution of work on the basis of bitumen content and density achieved actually/ as per job mix formula whichever is less) @bitumen 42528.60/MT & grit @1650.90/Cum adjusted as per MoRTH Technical Specification Clause 504.
Grading II (19mm nominal size) | 645 | Cum | 8,700 ₹56,11,500 | 7,645 ₹49,31,025 | 8,710 ₹56,17,950 | 7,646.6 ₹49,32,057 | 7,265.03 ₹46,85,944.35 | 6,530 ₹42,11,850 | 7,646.6 ₹49,32,057 | 7,000 ₹45,15,000 | 6,500 ₹41,92,500 Lowest | 7,500 ₹48,37,500 |
| 9.00 | Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction 2.30gm/cc density (Rate shall be adjusted after execution of work on the basis of bitumen content and density achieved actually/as per job mix formula whichever is less) @ bitumen 43328.60/MT & grit 1650.90/Cum adjusted as per MoRTH specification clause No. 508 complete in all respects (Grading II 10mm-5mm) | 322.5 | Cum | 9,850 ₹31,76,625 | 9,546 ₹30,78,585 | 10,050 ₹32,41,125 | 9,651 ₹31,12,447.5 | 9,169.42 ₹29,57,137.95 | 8,250 ₹26,60,625 | 9,546.1 ₹30,78,617.25 | 9,100 ₹29,34,750 | 8,000 ₹25,80,000 Lowest | 9,500 ₹30,63,750 |
| 10.00 | Brick on edge pavement with straight overburnt bricks laid on edge including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local sand and spreading blinding coat 1cm(3/8")depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. | 516 | Sqm | 400 ₹2,06,400 Lowest | 536.42 ₹2,76,792.72 | 400 ₹2,06,400 Lowest | 561.7 ₹2,89,837.2 | 533.67 ₹2,75,373.72 | 480 ₹2,47,680 | 561.7 ₹2,89,837.2 | 450 ₹2,32,200 | 500 ₹2,58,000 | 550 ₹2,83,800 |
Tender Value
Refer Docs
EMD Value
₹4.1 L
Closing Date
12 Oct 2023, 2:00 pmClosed
Superintending Engineer PWD Haridwar
SE, Civil Circle, PWD, Haridwar
Widening and strengthening of Roorkee-Lathardeva-Jhabreda motor road (from Paniyala Service Road to Lathardeva Shekh) in Jhabreda constituency of District Haridwar under C.M. annoucement No. 123/2019 of financial year 2023-24
2023_pwd_62920_1
2043/06C-Civil Circle/23 Dated 24.08.2023
Open Tender
Civil Works - Roads
Item Rate
365 days
Roorkee
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE, CD, PWD, Roorkee
₹4.1 L
Haridwar
29 Nov 2023
6 Sept 2023
13 Oct 2023
6 Sept 2023
12 Oct 2023
14 Sept 2023
14 Sept 2023
Amount
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto suitable location, Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift desired disposed location as per MORD Technical Specification Clause 302.3
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto desire Location, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead desired location as per MORD Technical Specification Clause 301.50
Construction of granular sub-base (Average thickness 10cm) 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 smooth wheel roller to achieve the desired density, complete as per MORD Technical Specification Clause 401.For Grading II Material
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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Technical Specification Clause 405.(Average thickness 75mm)
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 MORTH Technical Specification Clause 406. (By Mechanical Means Average thickness 200mm)
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 kg/sqm using mechanical means as per MORTH Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
Providing and laying 50mm average thick bituminous macadam with hot mix plant using crushed aggregates of grading II as per Table 500.4 premixed with bituminous binder VG-10 bulk@ 3.3% by weight of total mix and filler, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction @ 2.20gm/cc density (Rate shall be adjusted after execution of work on the basis of bitumen content and density achieved actually/ as per job mix formula whichever is less) @bitumen 42528.60/MT & grit @1650.90/Cum adjusted as per MoRTH Technical Specification Clause 504. Grading II (19mm nominal size)
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction 2.30gm/cc density (Rate shall be adjusted after execution of work on the basis of bitumen content and density achieved actually/as per job mix formula whichever is less) @ bitumen 43328.60/MT & grit 1650.90/Cum adjusted as per MoRTH specification clause No. 508 complete in all respects (Grading II 10mm-5mm)
Brick on edge pavement with straight overburnt bricks laid on edge including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local sand and spreading blinding coat 1cm(3/8")depth of local sand over the entire surface and including supply of all materials, labour and T&P etc.
Kilometre 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 MORD Technical Specification Clause 1703
Ordinary Kilometer Stone (Precast)
200 m stone (precast)
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 RCC Post 100 mm x 100 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 approved drawing Clause 1701 600mm equilateral triangle sign board
Circular Sign Board@600mm
900 mm side Octagon
Supply and fixing of MS delineators 1000 mm long , having a diameter of 75 mm and thickness 4mm and having atleast 3 different colour strips of 75 mm wide Type IV retroreflective tape around the black painted pole attached with 150 mm x 25 mm x 6 mm MS flats welded at bottom to be fixed in M15 concrete base as directed by the Engineer in Charge as per IRC: 79 (Recommended Practice for Road Delineators) and Clause no. 806 of MORTH specifications.
GAYATRI CONSTRUCTION
Ms Kay Kay Construction
Shiva Associates
GIRISH KUMAR BHARDWAJ
M/S.N.Z.CONSTRUCTION CO.
SHREE AADI SHIV CONSTRUCTION
Rama Gupta Constructions
M/s V K Aggarwal
MARC ENGINEERIANS
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
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 .