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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹222.23Accepted-AOC | ₹222.23 Quoted ₹2.2 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹2.2 Cr+₹1.8 L (0.82%)Rejected-Finance | ₹2.2 Cr+₹1.8 L (0.82%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | L3₹2.3 Cr+₹11.4 L (5.11%)Rejected-Finance NEAR S B I TAKULA ROAD BAGESHWER | BAGESHWAR | UTTARAKHAND | ₹2.3 Cr+₹11.4 L (5.11%) | L3 | Rejected-Finance BID IS NON RESPONSIVE |
| 4 | L4₹2.6 Cr+₹39.3 L (17.7%)Rejected-Finance VILL P O HUPLI NACHNI TEHSIL MUNSYARI PITHORAGARH UTTARAKHAND | ₹2.6 Cr+₹39.3 L (17.7%) | L4 | Rejected-Finance BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | m/s m s associates L2 | PARIHAR CONSTRUCTION L3 | Bharat Bhushan Singh L4 | Dev Constructions L1 |
|---|---|---|---|---|---|---|---|
| 1.00Rehabilitation | |||||||
| 2.00PROTECTION WORK | |||||||
| 3.00 | 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 | 191.93 | Cum | 417.4 - | 250 - | 453.7 ₹1,02,752.8 Lowest | 417 - |
| 4.00Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 | |||||||
| 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) | 191.76 | Cum | 4,405.23 - | 3,500 - | 4,788.3 ₹10,83,481.2 Lowest | 4,420 - |
| 6.00Random 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) | |||||||
| 7.00 | For R/W & B/Wall | 239.21 | Cum | 2,143.87 - | 1,700 - | 2,330.5 ₹6,57,825.11 Lowest | 2,150 - |
| 8.00 | HPS filling | 137.6 | Cum | 1,018.34 - | 200 - | 1,106.9 ₹1,79,725.14 Lowest | 1,018 - |
| 9.00PLUM CONCRETE WALL | |||||||
| 10.00 | Excavation in foundation for retaining & brest walls | 21.6 | Cum | 417.4 ₹10,638.69 | 280 ₹7,136.64 Lowest | 453.7 ₹11,563.91 | 417 ₹10,628.5 |
Tender Value
Refer Docs
EMD Value
₹4.7 L
Closing Date
26 May 2025, 1:00 pmClosed
CE URRDA Dehradun
CE URRDA Dehradun
UT02-20 L046-Munar Band Jhaftunga to Supi MR
2025_CCUK_140835_1
UT02-20
National Competitive Bid
Civil Works - Roads
Item Rate
180 days
Kapkot
As per Technical Bid
3 documents required · 3 mandatory
₹4,130
₹4.7 L
21 Oct 2025
29 Apr 2025
26 May 2025
29 Apr 2025
26 May 2025
1 May 2025
Amount
Rehabilitation
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
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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)
For R/W & B/Wall
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 & DUMPING YARD
Excavation in foundation for retaining & brest walls
Providing and laying of boulder apron laid in wire crates with 4 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* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
Parapet With Base
Excavation in foundation for retaining & brest wallsParapet Wall.
Nominal mix 1:3.6 M10
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 per MORD specifications)
flush Pointing with cement mortar 1:3 in front side of parapet
plaster in 1:4 C.S motar on stone masonry in back side and both sides of the parapet
25mm thick P.C.C M20 in top
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
DRAINAGE WORK
Construction of K.C. type Pucca drain as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work. as directed by Engineer-in-charge and MORD Specification Clause 1606.
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
Construction of causeway with plain cement concerte 1:3:6, C.C. 1:1.5:3 including supply and fixing of M.S. steel reinforcement and requried excavation etc. completed all respect as per drawing approved by CE Level - I P.W.D. Uttarakhand.
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 M 10 (1:3:6)
Random rubble stone Masonry laid in 1:5
PVC pipe weep hole (100 mm dai)
RCC Grade M 25
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
200 m stone (Precast)
Ordinary kilometer stone (Precast)
5 th km stone (Precast)
PMGSY logo board
Semi reflective cautionary, mandatory and informatory sign board (iii) 800 mm x 600 mm rectangular
Relaying Work
WBM Grading-3…..By Mechanical Means Providing, laying, spreading and compacting stone aggregates of specific sizes(53mm to 22.4 mm) to water bound macadam including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN
Prime Coat - 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.
Tack Coat - 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.
Providing laying and rolling of cold mixed open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade Catonic Bitumen Emulsion (Tailor mace binder) to required line, grade and levelto serve as wearing cousre 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 Type B as per MORD Specification clause 506.2 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e CRRI, New Delhi)
Providing and laying seal coat by Bituminous Emulsion (Tailor made binder) as binder for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B as per Technical Specification Clause 508 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI, New Delhi)
Emergency Maintenance
Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611
Ist Year
Iind Year
IIIrd Year
Ivth Year
Vth Year
Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work
Ist Year
Iind Year
IIIrd Year
Ivth Year
Vth Year
Providing and laying of boulder apron laid in wire crate with 4 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 as per drawing and techniacal specification 1301
Ist Year
Iind Year
IIIrd Year
Ivth Year
Vth Year
Coolie Walling including supply of all material, labour, T&P,royalty etc. required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications 8.90 (For opening communication only)
Ist Year
Iind Year
IIIrd Year
Ivth Year
Vth Year
Routine Maintenance Under PBMC:
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.
Ist Year
IInd Year
IIIrd Year
IVth Year
Vth Year
m/s m s associates (BID ID -616826)
PARIHAR CONSTRUCTION (BID ID -616306)
Bharat Bhushan Singh (BID ID -616334)
Bidder Name
m/s m s associates
PARIHAR CONSTRUCTION
Dev Constructions
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