Promotion Banner

Pradhan Mantri Gram Sadak Yojana Tender

View complete overview of Uttarakhand PMGSY Tender

Costs

Summary

Construction And Maintenance Of Munsuwaband To Surna Rikhari Chainisurani L041 Stage Ii With 5 Year Maintenance Under Pbmc

Description

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

  • Tender Id

    Unregistered TenderId
  • BidAward Id

    Unregistered BidAwardId
  • Tender No

    Data for unregistered User Data for unregistered User Data for unregistered User Data for unregistered User
  • Tender Authority

    Data for unregistered User Data for unregistered User Data for unregistered User Data for unregistered User
  • Purchaser Address

    Authority for unregistered User
  • Email

    Data for unregistered User
  • Website

    wwww.unregistereduser.com

BOQ Items

ItemQuantityUnitsRateAmount
... more
PROTECTION WORK
---
... more
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
---
... more
For R/W & B/W
3251.1cum--
... more
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 PWD Uttarakhand specifications)
---
... more
For R/W & B/W
1937.28Cum--
... more
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. (As per PWD Uttarakhand specifications)
---
... more
For R/W & B/W
2459.6Cum--
... more
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)
---
... more
For R/W & B/W
1171Cum--
... more
Parapet with base as per attached drawing
---
... more
Excavation in foundation for retaining & brest walls Excavation in foundation
279.3Cum--
... more
Nominal mix 1:3.6
279.3cum--
... more
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 PWD Uttarakhand specifications)
764.4Cum--
... more
flush Pointing with cement mortar 1:3 in front side of parapet
1690.5Sqm--
... more
plaster in 1:4 C.S motar on stone masonry in back side and both sides of the parapet
2454.9Sqm--
... more
25mm thick P.C.C M20 in top
29.4Cum--
... more
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
5644.8Sqm--
... more
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) 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 technical specifications Clause 1301 (10 No wire-crete provided in hill side and khud side in sliding/ losse Portion)
866.25Cum--
... more
DRAINAGE WORK
---
... more
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.
12347.6Rmt--
... more
CROSS DRAINAGE WORK
---
... more
Construction of causeway with plain cement concerte 1:3:6, C.C. M-15 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.
---
... more
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.
100.3Cum--
... more
P.C.C M 15 hand mix for Causeway
49.68Cum--
... more
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue
19.5Qtl--
... more
Providing and laying reinforced cement concrete pipe NP3 for culverts (Hume Pipe)
---
... more
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets Clause 1106.(1000 mm)
105Rmt--
... more
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material,Excavation in Ordinary Soil
1197.56Cum--
... more
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix 1:3:6)
29.54Cum--
... more
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (In cement mortar (1:5))
269.92Cum--
... more
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
169.26Cum--
... more
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) 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 technical specifications Clause 1301
78.82Cum--
... more
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
424.06Cum--
... more
SUBGRADE PREPRATION WORK
---
... more
Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 (Sub grade preparation)
64437Sqm--
... more
Excavation in Cutting in Soil by manual means with lead upto 50 m.Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3(for making superelevation)
---
... more
Super elevation Half cut & Half fill in road width Super elevation B = ((6.6+6.9+7.50)/3)/2 = 3.50m Super elevation H(for7%)=3.50x7% =0.245m Average H= (0.00+0.245)/2 = 0.1225m Say=0.12m Taking Avg.20No. curve in 1.00 Km. and Taking 20.00m Length avg.one curve.Total length avg.20.00x20.00=400.00M./Km.
2226Cum--
... more
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)
---
... more
Pattri filling after GSB Inter & Top Coat including suplly of all material labour as per specification in the both side of pavement.
7240Cum--
... more
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 (Taking50% of per km Road Length )
1789Cum --
... more
PAVEMENT WORK
---
... more
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)
6637Cum--
... more
WBM Grading-2…..Mechanical Means Providing, laying, spreading and compacting stone aggregates of specific sizes(63mm to 45 mm) 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, stone screenings (Type B-11.2 mm) and binding material 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. .( By Mechanical Means)
3017Cum--
... more
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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (Mechanical Means)
3017Cum--
... more
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- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502, Low Porosity
40224Sqm--
... more
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.
40224Sqm--
... more
Providing laying and rolling of cold mixed open-graded premix carpet of 20mm thickness composed of 13.2 mm to 11.00 mm aggregates using penetration grade Catonic Bitumen Emulsion 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.
40224Sqm--
... more
Providing and laying seal coat by Bituminous Emulsion 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.
40224Sqm--
... more
ROAD FURNITURE
---
... more
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
---
... more
Title Information Board with PMGSY Logo
1No--
... more
Citizen information board with PMGSY Logo
1No--
... more
Citizen information board with PMGSY Logo(For maintenance)
1No--
... more
Maintenance Activities:
---
... more
Emergency Maintenance
---
... more
Major Slip Clearnace in all Type of soil, rock and boulders including cost of all material, material machine T&P etc required for proper completion of work as per MORD specification of work 1611
---
... more
Ist year
339Cum--
... more
2nd year
305.1Cum--
... more
3rd year
274.59Cum--
... more
4th year
247.13Cum--
... more
5th year
222.42Cum--
... more
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
---
... more
Ist year
11.3Hour's--
... more
2nd year
10.17Hour's--
... more
3rd year
9.15Hour's--
... more
4th year
8.24Hour's--
... more
5th year
7.41Hour's--
... more
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) 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 25kg each as per drawing and technical specification 1301
---
... more
Ist year
11.3Cum--
... more
2nd year
10.17Cum--
... more
3rd year
9.15Cum--
... more
4th year
8.24Cum--
... more
5th year
7.41Cum--
... more
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 8.90 specifications (for opening communication only)
---
... more
Ist year
16.95Cum--
... more
2nd year
15.26Cum--
... more
3rd year
13.73Cum--
... more
4th year
12.36Cum--
... more
5th year
11.12Cum--
... more
PBMC Activities
---
... more
Maintenance under PBMC for (1) Trimming of grass and weeds from shoulders/berms and disposing off the same to suitable location as per technical specification clause 1914 (2) Maintenance of road side drains including minor slip clearence , reshaping deepening and regarding 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 includind disposal of surplus material in approved muck disposal points as per specification clause 1903 (4) Maintenance of scuppers and culverts by way of clearing , erosion repaire , repairs of cracks,parapet walls and protection works as per drawing and technical specification clause 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 works 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 drawing and technical specification clause 1910 (7) Maintenance of 200 metre stones, km stones, 5th Km stone and edge stone by way of refiting of tilted stones repairing with cement mortar , cleaning , repairing and lettering on 200 meter km stone and 5th km stone as per drawing and technical specification clause 1912 (8) repairing of pot holes by removal of loose material, trimiming of side, 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 side including preparation of surface by cleaning scraping etc. as per technical specification clause191
---
... more
Ist year
13.25Per Km per year--
... more
IInd year
13.25Per Km per year--
... more
IIIrd year
13.25Per Km per year--
... more
IVth year
13.25Per Km per year--
... more
Vth year
13.25Per Km per year--
Evaluation Notes How It Works ?

Business Providers

No results found

Sorry, no results found!

Business Seekers

No results found

Sorry, no results found!

Probable Bidders

  • Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
  • Awarded Ratexx%
  • Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
  • Awarded Ratexx%
  • Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
  • Awarded Ratexx%
https://bidassist.com/pricing/1?referer=Banners
7 DAY

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.
whatsapp chat