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 Date22 Aug 2024
Closing Date28 Aug 2024
Tender Amount₹ 4,97,55,194
Costs
EMD
₹ 9,76,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tiruvarur District - Pmgsy Iii Batch- I 2023-24 Valangaiman Block Road Work Package No- Tn21 407 (retender)
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
2024_RDTN_136058_1Bid Award Id
ViewTender No
TN21407Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Scarifying the existing bituminous road surface to a depth of 150 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 - 1/430, 2/316 - 3/075, 3/163 - 7/850
8001.1
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
1276.73
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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 (Filling with Cut Earth)
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
1164.11
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Construction embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification (Carted Earth borrow bits)
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
7595.95
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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
168.75
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Km 1/0-2/0
70.57
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Km 2/0-3/0
115.42
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Km 3/0-4/0
149.44
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km 4/0-5/0
168.75
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Km 5/0-6/0
168.75
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Km 6/0-7/0
168.75
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
143.44
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Construction of granular sub-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 capacity to achieve the desired density, complete as per Technical Specification Clause 402 Grading III
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km 0/0-1/0
209.54
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Km 1/0-2/0
80.46
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Km 2/0-3/0
135.19
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Km 3/0-4/0
13.78
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II)
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km 0/0-1/0
290.78
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Km 1/0-2/0
119.17
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Km 2/0-3/0
196.45
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Km 3/0-4/0
258.18
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km 4/0-5/0
284.29
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Km 5/0-6/0
281.25
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Km 6/0-7/0
281.25
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
242.27
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III)
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km 0/0-1/0
290.78
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Km 1/0-2/0
119.17
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Km 2/0-3/0
196.45
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Km 3/0-4/0
258.18
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km 4/0-5/0
284.29
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Km 5/0-6/0
281.25
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Km 6/0-7/0
281.25
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
242.27
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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
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
26048.56
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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 surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
26120.56
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Mix Seal Surfacing 25mm thick (Using Waste Plastic) 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
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Km 0/0-1/0
3877.14
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Km 1/0-2/0
1633.19
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Km 2/0-3/0
2619.36
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Km 3/0-4/0
3470.06
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km 4/0-5/0
3790.51
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Km 5/0-6/0
3750
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Km 6/0-7/0
3750
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
3230.3
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Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.
Rumble Strips = 3 X 3.75 X 0.25 = 2.81
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Km 0/0-1/0
16.86
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Km 1/0-2/0
11.24
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Km 2/0-3/0
11.24
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Km 3/0-4/0
22.48
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km 4/0-5/0
11.24
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
11.24
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Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:-
Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803
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Km 0/0-1/0
200
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Km 1/0-2/0
86
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Km 2/0-3/0
136.8
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Km 3/0-4/0
178.6
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Km 4/0-5/0
200
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Km 5/0-6/0
200
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Km 6/0-7/0
200
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Km. 0/0 - 1/430, 2/316 - 3/075, 3/163 - 7/850
170
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801
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logo board
5
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sign board
30
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Circular board
2
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Octagonal board
1
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Citizen board
1
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Name board
1
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Maintanance board
1
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Guard Stone
90
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Provision for kilometre stones
7
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Provision for Hectametre stones
32
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Construction of 3.0 m RCC Slab culvert @ Ch.1/000 - 2/000 @ Ch.1/ 363
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Culvert @ Ch.1/363
75.18
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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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Culvert @ Ch.1/363
14.55
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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.
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Culvert @ Ch.1/363
9.7
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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.
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Culvert @ Ch.1/363 below
31.43
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Culvert @ Ch.1/363 Above
42.87
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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.
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Culvert @ Ch.1/363
3.9
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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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Culvert @ Ch.1/363
8.1
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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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Culvert @ Ch.1/363
0.88
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch.1/363
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch.1/363
4.5
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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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Culvert @ Ch.1/363
12
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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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Culvert @ Ch.1/363
7.08
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Construction of 6.0 m RCC Slab culvert @ Ch.1/270
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Culvert @ Ch.1/270
212.18
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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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Culvert @ Ch.1/270
29.61
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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.
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Culvert @ Ch.1/270
19.74
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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.
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Culvert @ Ch.1/270 below
109.92
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Culvert @ Ch.1/270 Above
108.19
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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.
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Culvert @ Ch.1/270
4.04
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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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Culvert @ Ch.1/270
21.93
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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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Culvert @ Ch.1/270
3
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch.1/270
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch.1/270
6
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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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Culvert @ Ch.1/270
12
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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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Culvert @ Ch.1/270
10.61
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Construction of 6.0 m RCC Slab culvert @ Ch.3/232
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Culvert @ Ch.3/232
212.18
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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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Culvert @ Ch.3/232
29.61
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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.
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Culvert @ Ch.3/232
19.74
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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.
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Culvert @ Ch.3/232 below
109.92
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Culvert @ Ch.3/232 Above
108.19
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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.
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Culvert @ Ch.3/232
4.04
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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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Culvert @ Ch.3/232
21.93
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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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Culvert @ Ch.3/232
3
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch.3/232
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch.3/232
6
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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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Culvert @ Ch.3/232
12
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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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Culvert @ Ch.3/232
10.61
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Construction of Pipe culvert @ Ch. 0/120, 0/816
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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.Ch. 0/120, 0/816
47.4
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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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.Ch. 0/120, 0/816
6.04
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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.
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.Ch. 0/120, 0/816
8.04
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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. (Below Sill)
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.Ch. 0/120, 0/816
12.34
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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. (Above Sill)
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.Ch. 0/120, 0/816
19.34
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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, backfilling, concrete and masonry
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.Ch. 0/120, 0/816
15
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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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.Ch. 0/120, 0/816
17.82
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Construction of Pipe culvert @ Ch.3/728
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Ch.3 / 728
23.7
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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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Ch.3 / 728
3.02
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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.
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Ch.3 / 728
4.02
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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. (Below Sill)
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Ch.3 / 728
6.17
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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. (Above Sill)
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Ch.3 / 728
9.67
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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, backfilling, concrete and masonry
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Ch.3 / 728
7.5
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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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Ch.3 / 728
8.91
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Construction of Pipe culvert @ Ch.7/675, 7/835
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Ch.7/675, 7/835
47.4
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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.
-
-
-
... More
Ch.7/675, 7/835
6.04
-
-
... 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
Ch.7/675, 7/835
8.04
-
-
... 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. (Below Sill)
-
-
-
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Ch.7/675, 7/835
12.34
-
-
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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. (Above Sill)
-
-
-
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Ch.7/675, 7/835
19.34
-
-
... 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, backfilling, concrete and masonry
-
-
-
... More
Ch.7/675, 7/835
15
-
-
... 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
Ch.7/675, 7/835
17.82
-
-
... More
Construction of 2x5 m SPAN RCC Slab Culvert at ch 3/190
-
-
-
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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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2x5.0 m Culvert @ch.3/190
36
-
-
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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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2x5.0 m Culvert @ch.3/190
28.36
-
-
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Earthwork in excavation all classes of soil except Kankar/soft disinitegreted roak not requiring blasting medium roack and hard roack requring blasting and deposting on bank with all leads and fifts as per SS20B including cost of all labour equipaments and all incidental necessary cofferdams, FOUNDATION ABUTMENTS , PIERS AND WINGS
-
-
-
... More
2x5.0 m Culvert @ch.3/190
180.78
-
-
... 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
2x5.0 m Culvert @ch.3/190
15.94
-
-
... More
Vibrated cement concrete of grate M-15 normals Mix 1;2.5;5 using 40 mm HBG metal for foundation including watering wherever necessary and lead in layer of not more than 15 cm thick., LEVELING COURSE UNDER FOOTINGS - cum(Below sill Level)
-
-
-
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2x5.0 m Culvert @ch.3/190
21.26
-
-
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Cement concrete 1 : 2 : 4 mix using 20 mm 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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2x5.0 m Culvert @ch.3/190 Below
110.59
-
-
... 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.
-
-
-
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2x5.0 m Culvert @ch.3/190 Above
66.52
-
-
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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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2x5.0 m Culvert @ch.3/190
41.14
-
-
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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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2x5.0 m Culvert @ch.3/190
4.03
-
-
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
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2x5.0 m Culvert @ch.3/190
22.5
-
-
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
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2x5.0 m Culvert @ch.3/190
9.5
-
-
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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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2x5.0 m Culvert @ch.3/190
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
2x5.0 m Culvert @ch.3/190
10.43
-
-
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Name of work : Dismantling Existing CD works @ Km. 1/270, 1/363, 3/232 , , 0/120, 0/816, 7/675, 7/835 , 3/728 of MRL-20 Saranatham to Kokkaladi Mathur Road road
-
-
-
... 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.
-
-
-
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Foundation Concrete @ Ch.1/270, 1/363, 3/232,,0/120, 0/816, 7/675, 7/835
34.37
-
-
... 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.
-
-
-
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Body wall &Paraper
46.56
-
-
... 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.
-
-
-
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Deck slab
6.6
-
-
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Name of work : Construction of Protective work @ Km. 0/120 - 0/130,0/818 - 0/833,,,,,,,,1052 - 1062,,,,,,,,,,,,,,,,,,,,3/906 - 3/921,,,,,,,,,,4/967 - 4/982,,,,,,,,,,5/210 - 5/225,5/734 - 5/749,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, of MRL-20 Saranatham to Kokkaladi Mathur Road road
-
-
-
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
-
-
-
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Protective works @ Km. 0/120 - 0/130 RHS Protective works @ Km. 0/818 - 0/833 LHS
58.33
-
-
... More
Protective works @ Km. 1052 - 1062 LHS
27.55
-
-
... More
Protective works @ Km. 3/906 - 3/921 RHS
41.33
-
-
... More
Protective works @ Km. 4/967 - 4/982 RHS
34.8
-
-
... More
Protective works @ Km. 5/210 - 5/225 RHS Protective works @ Km. 5/734 - 5/749 RHS
87.01
-
-
... 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 @ Km. 0/120 - 0/130 RHS Protective works @ Km. 0/818 - 0/833 LHS
6.83
-
-
... More
Protective works @ Km. 1052 - 1062 LHS
2.85
-
-
... More
Protective works @ Km. 3/906 - 3/921 RHS
4.28
-
-
... More
Protective works @ Km. 4/967 - 4/982 RHS
3.6
-
-
... More
Protective works @ Km. 5/210 - 5/225 RHS Protective works @ Km. 5/734 - 5/749 RHS
9.01
-
-
... 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 @ Km. 0/120 - 0/130 RHS Protective works @ Km. 0/818 - 0/833 LHS
8.25
-
-
... More
Protective works @ Km. 1052 - 1062 LHS
3.8
-
-
... More
Protective works @ Km. 3/906 - 3/921 RHS
5.7
-
-
... More
Protective works @ Km. 4/967 - 4/982 RHS
4.8
-
-
... More
Protective works @ Km. 5/210 - 5/225 RHS Protective works @ Km. 5/734 - 5/749 RHS
12
-
-
... 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.
-
-
-
... More
Protective works @ Km. 0/120 - 0/130 RHS Protective works @ Km. 0/818 - 0/833 LHS
24.79
-
-
... More
Protective works @ Km. 1052 - 1062 LHS
13.73
-
-
... More
Protective works @ Km. 3/906 - 3/921 RHS
20.59
-
-
... More
Protective works @ Km. 4/967 - 4/982 RHS
20.59
-
-
... More
Protective works @ Km. 5/210 - 5/225 RHS Protective works @ Km. 5/734 - 5/749 RHS
43.88
-
-
... 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.
-
-
-
... More
Protective works @ Km. 0/120 - 0/130 RHS Protective works @ Km. 0/818 - 0/833 LHS
48.09
-
-
... More
Protective works @ Km. 1052 - 1062 LHS
22.26
-
-
... More
Protective works @ Km. 3/906 - 3/921 RHS
33.17
-
-
... More
Protective works @ Km. 4/967 - 4/982 RHS
33.17
-
-
... More
Protective works @ Km. 5/210 - 5/225 RHS Protective works @ Km. 5/734 - 5/749 RHS
77.19
-
-
... 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
-
-
-
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0/0-1/0
25
-
-
... More
1/0-2/0
10
-
-
... More
3/0-4/0
15
-
-
... More
4/0-5/0
15
-
-
... More
5/0-6/0
30
-
-
... More
Towards the charges for routline maintenance of the road work executed under PMGSY 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
-
-
-
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For the First Year from the date of completion of work
6.88
-
-
... More
For the Second Year from the date of cpmpletion of work
6.88
-
-
... More
For the Third Year from the date of completion of work
6.88
-
-
... More
For the Fourth Year from the date of completion of work
6.88
-
-
... More
For the Fifth Year from the date of completion of work
6.88
-
-
... More
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
1
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