Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAdmitted-Finance | ₹6.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.6 CrAdmitted-Finance NEAR S B I TAKULA ROAD BAGESHWER | BAGESHWAR | UTTARAKHAND | ₹6.6 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PARIHAR CONSTRUCTION L2 | ANAND SINGH DANU L1 |
|---|---|---|---|---|---|
| 1.00Hill side Cutting | |||||
| 2.00 | Earth work in Hill Road (Hill Side Cutting):- Excavation in Hilly area for construction of road in all types of soils, rocks and E&B etc. as met at site true to lines as per plan, L section Cross Slope, super elevation as required also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes with all lifts & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawing by mechanical means/ manual means and including construction of required coolie walling for retaining and muck, without otherwise damaging Forest, Forest Land, Utilities, Private and Public Properties, including slip clearance till the completion of the work as directed by Engineer-in-charge as per Technical Specification Clause 1601, 1602 & 1603 of MORD Specification for Rural Roads 2014. | 1 | Job | 24,00,000 ₹28.3 L | 22,97,992 ₹27.1 L |
| 3.00PROTECTION WORK | |||||
| 4.00 | Excavation for Structures:- Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MoRD as per Technical Specification Clause 305.1&300 | 1,366.8 | Cum. | 500 ₹8.1 L | 444.62 ₹7.2 L |
| 5.00 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.as MORD specifications) | 1,290.79 | Cum. | 5,000 ₹76.2 L | 4,692.53 ₹71.5 L |
| 6.00 | Random Rubble Masonry laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, t & p & royalty etc, required for proper completion of work. MORD specifications) | 1,418.43 | Cum. | 2,500 ₹41.8 L | 2,283.89 ₹38.2 L |
| 7.00 | HPS filling | 1,680.4 | Cum. | 1,200 ₹23.8 L | 1,084.76 ₹21.5 L |
| 8.00PLUM CONCRETE WALL | |||||
| 9.00 | Excavation in foundation for retaining & brest walls | 464.1 | Cum | 500 ₹2.7 L | 444.62 ₹2.4 L |
| 10.00 | 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 directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. | 1,023.8 | Cum | 4,000 ₹48.3 L | 4,267.99 ₹51.6 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹12.3 L
Closing Date
24 Mar 2026, 1:00 pmClosed
CE URRDA Dehradun
CE URRDA Dehradun
L029-Bageshwar Kapkot to Rainthal MR Stage- I and II, Length - 4.95 Km
2026_CCUK_146527_1
UT24145
National Competitive Bid
Civil Works - Roads
365 days
Kapkot
As per Technical Bid
3 documents required · 3 mandatory
₹5,900
₹12.3 L
Almora
12 May 2026
7 Feb 2026
24 Mar 2026
7 Feb 2026
24 Mar 2026
17 Feb 2026
13 Feb 2026
Hill side Cutting
Earth work in Hill Road (Hill Side Cutting):- Excavation in Hilly area for construction of road in all types of soils, rocks and E&B etc. as met at site true to lines as per plan, L section Cross Slope, super elevation as required also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes with all lifts & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawing by mechanical means/ manual means and including construction of required coolie walling for retaining and muck, without otherwise damaging Forest, Forest Land, Utilities, Private and Public Properties, including slip clearance till the completion of the work as directed by Engineer-in-charge as per Technical Specification Clause 1601, 1602 & 1603 of MORD Specification for Rural Roads 2014.
PROTECTION WORK
Excavation for Structures:- Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MoRD as per Technical Specification Clause 305.1&300
Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.as MORD specifications)
Random Rubble Masonry laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, t & p & royalty etc, required for proper completion of work. MORD specifications)
HPS filling
PLUM CONCRETE WALL
Excavation in foundation for retaining & brest walls
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 directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014.
WIRE CREATES FOR WALL
Excavation in foundation for retaining & brest walls
Providing and laying of boulder apron laid in wire crates with 3 mm dia GI 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 (crate size 3.00m * 1.50m* 1.50m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. (GI wire 10 gauge BWG)
PARAPET
Excavation in foundation for retaining & brest walls
Nominal mix 1:3.6
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 directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014.
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
Providing and fixing of C.C Edge Stones 12cm *12cm*60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation.
DRAINAGE WORK
Excavation in foundation for retaining & brest walls Excavation in foundation
Random Rubble Stone Masonry laid in 1:5 cement and sand mortar.(As per MORD specification
Plastering with cement mortar (1:4), 15 mm thick on Stone masonry in substructure as per technical specification Clauses 613.4 & 1204 including supply of all material, labour, T. & P. etc. required for proper completion of the work.
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
CROSS DRAINAGE WORK
Excavation in foundation for retaining & brest walls
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
P/L M10 grade P.C.C. in open foundation as per MoRD specification including all material labour T&P etc. as directed by Engineer in charge.
P.C.C M 25 for Causeway
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue
Scupper 1 mtr span
Excavation in fountation
Nominal mix M10 (1:3.6)
Random rubble stone Masonry laid in 1:5
PVC pipe weep hole (100mm dia)
RCC grade M25
PCC grade M-25 for flooring
Hand packed stone filling
HYSD Steel
Construction of Catch pit
Excavation in foundation
Random Rubble Stone Masonry laid in 1:5
R.R Dry
SUBGRADE PREPRATION WORK
Construction of Embankment with Material Obtained from Roadway cu.m Cutting 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 (for patri Filling)
Pattri filling after GSB Inter & Top Coat including suplly of all material labour as per specification in the both side of pavement.
COOLIE WALLING
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) H= (0.60+0.30)/2=0.45m (Taking70% of Road Length )
PAVEMENT WORK
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Gravel mix soil (for Stage-II only)
WBM Grading-2…..By Mechanical Means Providing laying, spreading and compacting stone aggregates of specific size (53mm to 22.4mm) to water bound macadam including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable screenings (Type-B- 11.2mm) to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical specification Clause 405 of MORD specification for Rural Roads 2014
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.
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.
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 TypeA or TypeB or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-10).
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TypeA, TypeB and TypeC as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-10).
ROAD FURNITURE
Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo 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. ettering 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
Title Information Board with PMGSY Logo
Citizen information board with PMGSY Logo
Citizen information board with PMGSY Logo(For maintenance)
PMGSY Logo Board
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 of MORD Specification for Rural Roads 2014. - Ordinary Kilometer Stone (Precast)
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 of MORD Specification for Rural Roads 2014. - 200 m stone (precast)
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 of MORD Specification for Rural Roads 2014 - 5th Kilometre Stone (precast)
Semi reflective cautionary, mandatory and informatory sign board (i) 900 mm equilateral Triagle
Semi reflective cautionary, mandatory and informatory sign board (iii) 800 mm x 600 mm rectangular
Maintainance Activities:
Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907. 3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 . 4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908. 5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910. 7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912. 8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year). 9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.
1st year
2nd Year
3rd Year
4th Year
5th Year
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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
Tendernotice_1.pdf
PDF • 4.03 MB
Dra.pdf
Additional Documents • 10.17 MB
UT24145.pdf
Tender Documents • 7.50 MB
BOQ_226970.xls
BOQ • 0.36 MB
Download all tender documents and submit your bid