Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Apr 2025
Closing Date14 May 2025
Tender Amount₹ 7,08,12,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class I and above
Technical Capacity
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The required prior work experience for the bidder includes:
- Degree Holder in Civil Engineering: 3 Years
- Diploma Holder in Civil Engineering: 3 Years
- Lab Assistant for field testing laboratory: 3 Years The bidder should have experience in works of a similar nature and size for each of the last five years. The bidder must have satisfactorily completed, as prime Contractor or Sub contractor, at least one similar work equal in value to one-third of the estimated cost of work (excluding maintenance cost for five years) for which the bid is invited. The value of similar works completed should be at least equal to the estimated contract value, but no specific percentage is mentioned. However, the bidder should have a minimum annual financial turnover of 75% of the amount put to bid, in case the amount put to bid is more than Rs.200 Lakhs, with the turnover indexed at the rate of 8% per year. Additionally, if the bidder has executed road works under Pradhan Mantri Gram SadakYojana in originally stipulated completion period, the financial turnover achieved on account of execution of road works under PMGSY shall be counted as 120% for the purpose of this sub-clause. The value of road work completed by the bidder under Pradhan Mantri Gram SadakYojana in originally stipulated period of completion shall be treated 120% for the purpose of this Sub-Clause. The bidder should also provide proposals for subcontracting the components of the Works for construction/up-gradation, aggregating to not more than 25 percent of the Contract Price.
Costs
EMD
₹ 14,17,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDTN_140143_1Tender No
TN16238Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Scarifying the Existing Bituminous road surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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Km : 0/0 - 8/415
10412.54
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Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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Km. 0/0 - 1/0
1109.48
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Km. 1/0 - 2/0
1132.01
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Km. 2/0 - 3/0
1114.06
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Km. 3/0 - 4/0
1132.93
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Km. 4/0 - 4/5
554.34
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Km. 4/5 - 5/0
556.94
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Km. 5/0 - 6/0
1114.94
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Km. 6/0 - 7/0
1134.45
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Km. 7/0 - 8/0
888.51
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Km. 8/0 - 8/415
470.79
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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 (Gravel Shoulder)
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Km. 0/0 - 1/0
558.19
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Km. 1/0 - 2/0
555.98
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Km. 2/0 - 3/0
557.61
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Km. 3/0 - 4/0
559.24
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Km. 4/0 - 4/5
277.99
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Km. 4/5 - 5/0
281.25
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Km. 5/0 - 6/0
555.13
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Km. 6/0 - 7/0
559.24
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Km. 7/0 - 8/0
557.33
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Km. 8/0 - 8/415
230.96
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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 Technical Specification Clause 406 (WMM).
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Km. 0/0 - 1/0
565.32
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Km. 1/0 - 2/0
558.63
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Km. 2/0 - 3/0
557.61
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Km. 3/0 - 4/0
562.33
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Km. 4/0 - 4/5
287.37
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Km. 4/5 - 5/0
290.44
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Km. 5/0 - 6/0
562.47
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Km. 6/0 - 7/0
560.69
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Km. 7/0 - 8/0
567.94
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Km. 8/0 - 8/415
235.64
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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 (Using Waste Plastic).
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Km. 0/0 - 1/0
188.44
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Km. 1/0 - 2/0
186.2
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Km. 2/0 - 3/0
185.87
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Km. 3/0 - 4/0
187.44
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Km. 4/0 - 4/5
95.79
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Km. 4/5 - 5/0
96.82
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Km. 5/0 - 6/0
187.48
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Km. 6/0 - 7/0
186.9
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Km. 7/0 - 8/0
189.3
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Km. 8/0 - 8/415
78.55
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Providing and applying Prime 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. (i) Low Porosity
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Km. 0/0 - 1/0
3768.75
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Km. 1/0 - 2/0
3724.19
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Km. 2/0 - 3/0
3717.37
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Km. 3/0 - 4/0
3748.88
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Km. 4/0 - 4/5
1915.75
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Km. 4/5 - 5/0
1936.28
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Km. 5/0 - 6/0
3749.77
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Km. 6/0 - 7/0
3737.92
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Km. 7/0 - 8/0
3786.25
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Km. 8/0 - 8/415
1571
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Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).
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Km. 0/0 - 1/0
3797.48
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Km. 1/0 - 2/0
3767.69
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Km. 2/0 - 3/0
3750
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Km. 3/0 - 4/0
3770.63
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Km. 4/0 - 4/5
1937.5
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Km. 4/5 - 5/0
1936.28
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Km. 5/0 - 6/0
3798.9
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Km. 6/0 - 7/0
3759.67
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Km. 7/0 - 8/0
3820.75
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Km. 8/0 - 8/415
1587.5
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Providing, laying and rolling of Close-Graded Premix Surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [MSS Using Waste Plastic].
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Km. 0/0 - 1/0
3797.48
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Km. 1/0 - 2/0
3767.69
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Km. 2/0 - 3/0
3750
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Km. 3/0 - 4/0
3770.63
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Km. 4/0 - 4/5
1937.5
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Km. 4/5 - 5/0
1936.28
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Km. 5/0 - 6/0
3798.9
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Km. 6/0 - 7/0
3759.67
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Km. 7/0 - 8/0
3820.75
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Km. 8/0 - 8/415
1587.5
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Provision of Rumble Strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
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Km. 0/0 - 1/0
22.5
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Km. 1/0 - 2/0
5.63
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Km. 3/0 - 4/0
16.88
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Km. 4/5 - 5/0
5.63
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Km. 5/0 - 6/0
22.5
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Km. 6/0 - 7/0
11.25
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Km. 7/0 - 8/0
33.76
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Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
1683
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Provision for Road Marker/ Road stud with lens Reflector
210
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Provision for Name Board
2
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Provision for PMGSY Logo Board
6
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Provision for Sign Board (1 curve =2Nos)
42
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Provision for Chevron Sign Octogan Board (90cm)
2
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Provision for 60 cm Circle(Mandatory Sign Board)
4
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Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker
100
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Provision for Citizen Information Board
2
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Provision for Maintenance Board
2
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Provision for KM Stone
8
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Provision for HM Stone
34
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Construction of Single Row Pipe Culvert at Ch 2870 3125 7350
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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Pipe culvert at : 7350
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Removal of Pipes
7.5
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Removal of Body wall
1.16
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Cut Stone Slab at : 2870, 3125
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Removal of Deck, Abutment & Wings
19.58
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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1 Row Pipe Culvert @ Ch. 2870
65.29
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1 Row Pipe Culvert @ Ch. 3125
65.29
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1 Row Pipe Culvert @ Ch. 7350
65.29
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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1 Row Pipe Culvert @ Ch. 2870
2.53
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1 Row Pipe Culvert @ Ch. 3125
2.53
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1 Row Pipe Culvert @ Ch. 7350
2.53
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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1 Row Pipe Culvert @ Ch. 2870
5.89
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1 Row Pipe Culvert @ Ch. 3125
5.89
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1 Row Pipe Culvert @ Ch. 7350
5.89
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works
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1 Row Pipe Culvert @ Ch. 2870
13.34
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1 Row Pipe Culvert @ Ch. 3125
13.34
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1 Row Pipe Culvert @ Ch. 7350
13.34
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works
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1 Row Pipe Culvert @ Ch. 2870
14.81
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1 Row Pipe Culvert @ Ch. 3125
14.81
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1 Row Pipe Culvert @ Ch. 7350
14.81
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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1 Row Pipe Culvert @ Ch. 2870
14.04
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1 Row Pipe Culvert @ Ch. 3125
14.04
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1 Row Pipe Culvert @ Ch. 7350
14.04
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
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1 Row Pipe Culvert @ Ch. 2870
7.5
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1 Row Pipe Culvert @ Ch. 3125
7.5
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1 Row Pipe Culvert @ Ch. 7350
7.5
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Construction of Gravel/Soil-aggregate Base 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 Grading III (GSB).
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1 Row Pipe Culvert @ Ch. 2870
2.27
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1 Row Pipe Culvert @ Ch. 3125
2.27
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1 Row Pipe Culvert @ Ch. 7350
2.27
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Construction of 1.5 m SPAN RCC Slab culvert at Ch 1140 1300 7330 7565
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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Pipe culvert at : 7330, 7565
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Removal of Pipes
15
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Removal of Body wall
2.32
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Cut Stone Slab at : 1140, 1300
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Removal of Deck, Abutment & Wings
19.58
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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1.5mCulvert @ Ch. 1140 1300
179.74
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1.5mCulvert @ Ch. 7330 7565
179.74
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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1.5mCulvert @ Ch. 1140 1300
15.86
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1.5mCulvert @ Ch. 7330 7565
15.86
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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1.5mCulvert @ Ch. 1140 1300
21.14
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1.5mCulvert @ Ch. 7330 7565
21.14
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works
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1.5mCulvert @ Ch. 1140 1300
102.24
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1.5mCulvert @ Ch. 7330 7565
102.24
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works
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1.5mCulvert @ Ch. 1140 1300
58.24
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1.5mCulvert @ Ch. 7330 7565
58.24
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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1.5mCulvert @ Ch. 1140 1300
6.72
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1.5mCulvert @ Ch. 7330 7565
6.72
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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1.5mCulvert @ Ch. 1140 1300
6.62
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1.5mCulvert @ Ch. 7330 7565
6.62
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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1.5mCulvert @ Ch. 1140 1300
0.7
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1.5mCulvert @ Ch. 7330 7565
0.7
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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1.5mCulvert @ Ch. 1140 1300
30
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1.5mCulvert @ Ch. 7330 7565
30
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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1.5mCulvert @ Ch. 1140 1300
9
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1.5mCulvert @ Ch. 7330 7565
9
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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 technical specification Clauses 614, 709, 1204.3.7
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1.5mCulvert @ Ch. 1140 1300
24
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1.5mCulvert @ Ch. 7330 7565
24
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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1.5mCulvert @ Ch. 1140 1300
18.5
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1.5mCulvert @ Ch. 7330 7565
18.5
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Construction of 1.5 m SPAN RCC Slab culvert at Ch 5180 5680 5880 6417 6560
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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Pipe culvert at : 5180, 5680, 5880, 6417, 6560
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Removal of Pipes
37.5
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Removal of Body wall
5.8
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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1.5mCulvert @ Ch. 5180 5680 5880
267.54
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1.5mCulvert @ Ch. 6417 6560
178.36
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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1.5mCulvert @ Ch. 5180 5680 5880
23.61
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1.5mCulvert @ Ch. 6417 6560
15.74
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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1.5mCulvert @ Ch. 5180 5680 5880
31.5
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1.5mCulvert @ Ch. 6417 6560
21
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works
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1.5mCulvert @ Ch. 5180 5680 5880
151.68
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1.5mCulvert @ Ch. 6417 6560
101.12
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works
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-
... More
1.5mCulvert @ Ch. 5180 5680 5880
82.41
-
-
... More
1.5mCulvert @ Ch. 6417 6560
54.94
-
-
... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
... More
1.5mCulvert @ Ch. 5180 5680 5880
10.08
-
-
... More
1.5mCulvert @ Ch. 6417 6560
6.72
-
-
... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
-
-
-
... More
1.5mCulvert @ Ch. 5180 5680 5880
9.93
-
-
... More
1.5mCulvert @ Ch. 6417 6560
6.62
-
-
... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
-
-
-
... More
1.5mCulvert @ Ch. 5180 5680 5880
1.05
-
-
... More
1.5mCulvert @ Ch. 6417 6560
0.7
-
-
... More
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
... More
1.5mCulvert @ Ch. 5180 5680 5880
45
-
-
... More
1.5mCulvert @ Ch. 6417 6560
30
-
-
... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
... More
1.5mCulvert @ Ch. 5180 5680 5880
13.5
-
-
... More
1.5mCulvert @ Ch. 6417 6560
9
-
-
... 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 technical specification Clauses 614, 709, 1204.3.7
-
-
-
... More
1.5mCulvert @ Ch. 5180 5680 5880
36
-
-
... More
1.5mCulvert @ Ch. 6417 6560
24
-
-
... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
... More
1.5mCulvert @ Ch. 5180 5680 5880
27.75
-
-
... More
1.5mCulvert @ Ch. 6417 6560
18.5
-
-
... More
Construction of 3.0 m SPAN RCC Slab culvert at Ch 8235
-
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
... More
Pipe culvert at : 500
-
-
-
... More
Removal of Pipes
7.5
-
-
... More
Removal of Body wall
1.16
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
3.0mCulvert @ Ch. 8235
91.61
-
-
... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
... More
3.0mCulvert @ Ch. 8235
8.09
-
-
... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.
-
-
-
... More
3.0mCulvert @ Ch. 8235
10.78
-
-
... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.For Footings as 4% Rate for Centering Works
-
-
-
... More
3.0mCulvert @ Ch. 8235
52.52
-
-
... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Stem as10% Rate for Centering Works
-
-
-
... More
3.0mCulvert @ Ch. 8235
34.66
-
-
... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
... More
3.0mCulvert @ Ch. 8235
3.9
-
-
... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
-
-
-
... More
3.0mCulvert @ Ch. 8235
8.1
-
-
... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
-
-
-
... More
3.0mCulvert @ Ch. 8235
0.88
-
-
... More
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
... More
3.0mCulvert @ Ch. 8235
15
-
-
... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
... More
3.0mCulvert @ Ch. 8235
4.5
-
-
... 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 technical specification Clauses 614, 709, 1204.3.7
-
-
-
... More
3.0mCulvert @ Ch. 8235
12
-
-
... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
... More
3.0mCulvert @ Ch. 8235
9.25
-
-
... More
Construction of 2 x 3.0 m SPAN RCC Slab culvert at Ch 75
-
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
... More
Pipe culvert at : 75
-
-
-
... More
Removal of Pipes
67.5
-
-
... More
Causeway at : 75
-
-
-
... More
Removal of Wearing Coat & CC
75
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
179.65
-
-
... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
15.85
-
-
... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
21.13
-
-
... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Footings as 4% Rate for Centering Works
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
107.07
-
-
... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Stem as10% Rate for Centering Works
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
56.2
-
-
... More
Cement concrete 1 : 1.5 : 3 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
27.11
-
-
... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
2.36
-
-
... More
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
22.5
-
-
... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
9.5
-
-
... 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 technical specification Clauses 614, 709, 1204.3.7
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
12
-
-
... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
... More
2 x 4.0m Culvert @ Ch. 75
10.69
-
-
... More
Construction of , 50, 50 m Retaining wall at Ch 7838, 8008.
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Protective works@ Ch.7838 - 7888
102
-
-
... More
Protective works@ Ch.8008 - 8058
102
-
-
... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
... More
Protective works@ Ch.7838 - 7888
12.75
-
-
... More
Protective works@ Ch.8008 - 8058
12.75
-
-
... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
... More
Protective works@ Ch.7838 - 7888
12.75
-
-
... More
Protective works@ Ch.8008 - 8058
12.75
-
-
... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Footings as 4% Rate for Centering Works
-
-
-
... More
Protective works@ Ch.7838 - 7888
42
-
-
... More
Protective works@ Ch.8008 - 8058
42
-
-
... More
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Sub - Structure as 10% Rate for Centering Works
-
-
-
... More
Protective works@ Ch.7838 - 7888
63.44
-
-
... More
Protective works@ Ch.8008 - 8058
63.44
-
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN 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
-
-
-
... More
Protective works@ Ch.7838 - 7888
33
-
-
... More
Protective works@ Ch.8008 - 8058
33
-
-
... More
Part-B:- Maintenance work
-
-
-
... More
Maintenance Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
-
-
-
... More
For the First Year from the date of completion of work
8.42
-
-
... More
For the Second Year from the date of cpmpletion of work
8.42
-
-
... More
For the Third Year from the date of completion of work
8.42
-
-
... More
For the Fourth Year from the date of completion of work
8.42
-
-
... More
For the Fifth Year from the date of completion of work
8.42
-
-
... More
GST Amount for providing Service to the above Government Contract Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
-
-
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