Promotion Banner

Rural Works Department Tender

View complete overview of Orissa RWD Tender

Costs

Summary

Mrl15-bc Road Kuansar Chardia Via Govindpur Chandkuda

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
Providing & pillars and Fixing Reference TBM pillars benchmark one no,working benchmark 4 nos per km and near all drainage structure and bridges,reference pillars/Burjees @ 100m interval on both sides of the formation width as per MORD specification clause 100(drawing 200.1& 200.2 of standard Data book) and direction of the engineer in charge.(The marking of centre line setting out curves and recording of levels,etc by the surveyor will be incidental to the work and no extra payment shall be made for the same.)
---
... more
Reference Pillar
161Nos.-310.43
... more
TBM Pillar
32Nos.-610.5
... more
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. and direction of the engineer in charge.
28818.75Sqm-6.79
... more
Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 and direction of the engineer in charge.
24Sqm-424.35
... more
Earth work in all kinds soil or ordinary soil in embankment, roads with M.D.D. not less than 1.44gm/1.65gm per cc upto 3mtr high & top 0.5mtr below sub-grade level respectively with initial lead & lift from borrow pit 5m. away from the toe line of final
---
... more
With mechanical lead upto 1000m
15392.31Cum-163.03
... more
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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
237.84Cum-28.61
... more
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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
4790.34Cum-299.17
... more
Construction of granular sub-base (Grading III) by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the design and direction of the engineer in charge.
---
... more
I). (Material with Mixture of Moorum and Sand)(G.S.B)
3347.92Cum-691.8
... more
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 i
---
... more
Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure
45.94Cum-2975.82
... more
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 and direction of the engineer in charge.
6051.94cum-2104.49
... 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 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 5
43045.53Sqm-34.86
... 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
43045.53Sqm-11.84
... more
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 and direction of the engineer in charge.
2152.28Sqm-7031.48
... more
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 Type C as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat).
43045.53Sqm-173.22
... more
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by manual means and direction of the engineer in charge.
42201.5Sqm-61.3
... more
Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and direction of the engineer in charge.
23055Sqm-18.52
... more
Construction of un-reinforced, Panel concrete pavement of 100mm thickn as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.Panels are to be made by cutting grooves of 3 to 5mm thick and 25 to 30mm deep in CC slab.The grooves are to be filled with VG-30 Bitumen with a spray of fine sand at top.
192.5Cum-6045.53
... more
Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material
---
... more
CC road,Hume Pipe Culvert, Toe Wall, Drain etc.
531.11Cum-299.17
... more
Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002 and direction of the engineer in charge.
61.43Cum-1271.51
... more
Construction of granular sub-base (Grading III) by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the design and direction of the engineer in charge.
8.36cum-691.8
... more
Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
---
... more
M-10
146.95Cum-5027.63
... more
M-15
55.72Cum-4832.68
... more
Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direct
---
... more
1000 mm dia Single row
50Rmt-6273.07
... more
Plain/reinforced cement concrete M-15 in sub-structure complete as per drawings and MORD technical specification Clauses 800,1200 and as per direction of the Engineer in charge
---
... more
Abutment & Pier
91.55Cum -5152.75
... more
R. Wall
68.2Cum -4988.86
... more
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
125Nos.-175.33
... more
Plain/reinforced cement concrete M-15 in sub-structure complete as per drawings and MORD technical specification Clauses 800,1200 and as per direction of the Engineer in charge(Boxcell)
38.12Cum-5096.92
... more
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5as per direction of the Engineer in charge
---
... more
Raft
29.04Cum-6502.63
... more
Deck Slab
29.04Cum-7533.63
... more
Rib
20.3Cum-6877.41
... more
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
26.4Rm-3077.7
... more
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
---
... more
a - Deck Slab
29.04Qntl-7762.29
... more
c.- Raft
48.24Qntl-7635.75
... more
Providing and laying boulder appron for bed protection & pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & 1302
110.76Cum-1925.98
... more
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
5.45Cum-12385.29
... more
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
30.39Cum-2359.62
... more
Providing and fixing of typical masonry PMGSY informatory sign board with Logo as per MORD specifications and drawing. Brick masonry board with writting area 1.5mx0.9m and 0.115m border. All M.S. will be stove enameled on both sides. Lettering 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 of MoRD etc. complete and as per direction of the Engineer -in- charge.
2No-8942.45
... more
Providing and fixing of typical PMGSY logos made of 1.6mm thick MS sheet duly stove enameled on both side with lettering and printing arrows, border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colour fixed & supported on 75mmx75mmx6mmM.S.angle 3500mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701 and as per direction of the Engineer -in- charge.
4No-4133.23
... more
Providing and fixing of semi-reflectorised cautionary, mandatory and iformatory sign as per IRC-67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width & required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 fixed & supported on 47mmx47mmx12SWG sheet tube 3050mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701.2.2 and as per direction of the Engineer -in- charge.
10No-1553.33
... more
Providing and fixing of semi-reflectorised direction & place identification sign as per IRC-67 made of 2mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 70 mm width & required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 fixed & supported on 47mmx47mmx12SWG sheet tube 3050mm long duly strenghting by 25mmx5mm flat iron on edges firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701.2.2 and as per direction of the Engineer -in- charge.
8No-2101.47
... more
Providing and fixing of typical PMGSY Citizen sign board with logo as per MORD specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1
2No-9740.67
... more
Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.
---
... more
Fixing of 5th. Km. Stone
1No-3380.85
... more
Fixing of Km. Stone
5No-2053.43
... more
Fixing or 200m Stone
32No-577.66
... more
Guide Post (M-20)
200.88No-715.69
... more
Routine Maintenance
---
... more
Routine Maintenance after completion of construction works for 1st Year
8.04Km -66894.84
... more
Routine Maintenance after completion of construction works for 2nd Year
8.04Km -80229.36
... more
Routine Maintenance after completion of construction works for 3rd Year
8.04Km -93674.99
... more
Routine Maintenance after completion of construction works for 4th Year
8.04Km -107009.51
... more
Routine Maintenance after completion of construction works for 5th Year
8.04Km -120344.03
Total Amount ₹ 6.1 Lac
Quoted Amount
Calculate Bid Estimation
-5
×
%
₹ 5.8 Lac
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://bit.ly/2CAoMDL
https://gem.bidassist.com?utm_source=bas-registered&utm_medium=longbanner&utm_campaign=gemregistration

AT:- Kukudapada Po:- Balia Dist: Balasore, Odisha Pin:- 766056 GOVERNMENT OF ODISHA OFFICE OF THE SUPERINTENDING ENGINEER RURAL WORKS CIRCLE, BALASORE E-Mail:- serw_balasore@yahoo.in Tel:- 06782- 260392 NOTICE INVITING TENDERS FOR PRADHAN MANTRI GRAM SADAK YOJANA WORKS IN ODISHA NATIONAL COMPETITIVE BIDDING THROUGH e-Procurement Bid identification No. SE-BLS-NCB-288 Letter No. 1373 /Dated. 13.04.2021 . 1. The Superintending Engineer, Rural Works Circle, Balasore on behalf of Odisha State Rural Road Agency (OSRRA) invites the percentage rate bids, in electronic tendering system, for construction of roads under Pradhan Mantri Gram Sadak Yojana-Ph-III, (Batch-II) for each of the following works including their maintenance for five years from the eligible and approved contractors registered with State PWD / CPWD / MES / Railways. The registered bidders of outside Odisha may submit bids; however, the successful bidders must get registered in appropriate class with appropriate authorities of State Govt. before signing the contract. District Name of the Division Package no. Name of the work Estimated Cost (Rs. Lakh) Total Cost (Rs. Lakh) Period of Compl etion Bid Security (Rs. Lakh) Relevant Class of contractor Constr uction Maint enanc e The bid security is two percent of the total cost, rounded to the nearest thousand 1 2 3 4 5 6 7 8 9 10 Bhadrak Bhadrak-I OR-04- 318 MRL19-SH-53 (Tillo) to Adia Via-Gohira, Debatagadia, Bahadalpur Tillo 318.08 27.93 346.01 11 Month s 6.93 A' & 'Spl' Bhadrak Bhadrak-I OR-04- 319 MRL03-RD road (Mundali) to PWD Oldanga via- Nirmalpur, Dhanghar, Nuapokhari, Pandado, Oldanga 260.36 21.75 282.11 09 Month s 5.65 B' & 'A' Bhadrak Bhadrak-I OR-04- 320 (A) MRL20-Barapada-Kandava PWD Road to PWD Road Panpadi Chhak Via- Bodakpatna,Odanga,Sarmar a,Gohira, 379.85 34.90 414.75 11 Month s 8.31 A' & 'Spl' Bhadrak Bhadrak-I OR-04- 321 MRL36-RD Road (Odanga) to Agarapada- Kaupur PWD Road Via-Suanpada, Bharsinghpur, Routraigadia, Kusumnagar 159.61 13.46 173.07 09 Month s 3.47 B' & 'A' Bhadrak Bhadrak-I OR-04- 322 MRL40-PWD Road (Kumbharia) Chhack to RD Road (Tunda Chhack) Via- Takapada, Barpadi, Radhanagar, Ratanpur, 131.20 13.13 144.33 09 Month s 2.89 B' & 'A' Bhadrak Bhadrak-I OR-04- 324 MRL25-NH-16 Bahudarada to Kalahandia Railway Level crossing via Khanabadi 309.79 27.60 337.39 11 Month s 6.75 A' & 'Spl' Bhadrak Bhadrak-I OR-04- 326 MRL06-Satabhauni to Chunida 337.39 29.14 366.53 11 Month s 7.34 A' & 'Spl' Bhadrak Bhadrak-I OR-04- 329 MRL01-BC Road at Dolasahi to Orali via Andrei and Bodak 160.80 12.68 173.48 09 Month s 3.47 B' & 'A' Bhadrak Bhadrak-I OR-04- 330 MRL09-Itagadi to Gudupal Chhaka via Jaypur and Arsa 312.48 24.60 337.08 11 Month s 6.75 A' & 'Spl' Bhadrak Bhadrak-I OR-04- 331 MRL15-Deula to Chakrasahi via Dohapania Gudupal 221.02 17.42 238.44 09 Month s 4.77 B' & 'A' Bhadrak Bhadrak-I OR-04- 332 MRL03-Khordhapatna to Nakadana Block Boundary via Nandoore Bodak and Badheigadia 177.41 14.00 191.41 09 Month s 3.83 B' & 'A' Bhadrak Bhadrak-I OR-04- 333 MRL11-Badanahunipal Tarini chhaka to Tuvi via Kabirpur Haripur chhaka Kasindipur chhaka and Nuagaon 286.26 22.91 309.17 11 Month s 6.19 A' & 'Spl' Bhadrak Bhadrak-II OR-04- 320 (B) MRL33-PWD Road to Sudarsanpur Via Kumarpur,Antira,Damodarp ur,Iswarpur 287.62 22.67 310.29 11 Month s 6.21 A' & 'Spl' Bhadrak Bhadrak-II OR-04- 327 MRL24-NH-5 to Nandeidiha via Asura,Pagada School 203.35 16.00 219.35 09 Month s 4.39 B' & 'A' Bhadrak Bhadrak-II OR-04- 335 MRL29-Majhisahi to Chunida (Block Boundary) via G.Nuapada,Dakinbad,Kuligad ia,Jagulisahi 336.29 23.54 359.83 11 Month s 7.20 A' & 'Spl' Bhadrak Bhadrak-II OR-04-

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